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Home My WebLink AboutDocumentation_Planning and Zoning_Tab 01_1/16/2020 r"bt, PlanningZoning and Board STAFF MEMO � ,` Meeting: Planning and Zoning Board - Jan 16 2020 Staff Contact: Nilsa Zacarias, Director of Department: Community Development Community Development TITLE VAR 1-20: Application from Steven W. & Pamela S. Presley for a Variance from the requirement of Sec. 78-299(c)(1) to allow an existing 48kW 60 Hz emergency generator in the front yard of the premises where the code only allows installation in the side or rear yards. The address of the property is 370 Riverside Drive, Tequesta, Florida 33469. SUMMARY: VAR 1-20: Application from Steven W. & Pamela S. Presley for a Variance from the requirement of Sec. 78- 299(c)(1)to allow an existing 48kW 60 Hz emergency generator in the front yard of the premises where the code only allows installation in the side or rear yards. The address of the property is 370 Riverside Drive, Tequesta, Florida 33469. ATTACHMENTS: VAR 1-20 370 Riverside Dr Staff Report w attach 2020-01-06 Presley Revised Generator Variance Application Form 2020-01-06 Presley Revised Generator Variance Application Justification Statement 2020-01-06 Presley Revised Generator Variance Application Materials I `yt pF rep' v ,`v 9 p .4;.;eoa+e, VILLAGE OF TEQUESTA Department of Community Development Staff Report—Planning and Zoning Board—January 16, 2020 I. Petition No. —VAR 1-20 APPLICANT: PAM &STEVEN PRESLEY 4125 34th Street North Arlington, VA 22207 OWNER: PRESLEY FAMILY TRUST REQUEST: Application from Steven W. & Pamela S. Presley for a Variance from the requirement of Sec. 78-299 (c)(1) to allow an existing 48kW 60 Hz emergency generator in the front yard of the premises where the code only allows installation in the side or rear yards. The address of the property is 370 Riverside Drive,Tequesta, Florida 33469. LOCATION: 370 Riverside Drive Tequesta, FL 33469 Location Map I I l 1 t Tequesta Dr f• ques Teta fir. Iiii in ,‘ . _ . - '4441,41 11 P.' 1 , _. .-,,C 11•001:'- . ` A ita 1 ilif k‘ , . /,1 .\.),,-,-,\ j? 7 _ �. Vit, . ► 1 Land Use and Zoning EXISTING LAND FUTURE LAND ZONING USE USE SUBJECT Low Density Low Density R-1—Single PROPERTY Residential (Max. Residential (Max. Family Dwelling 5.4 D.0 per Acre) 5.4 D.0 per Acre) District II. STAFF ANALYSIS The subject application is located at 370 Riverside Drive, in the R-1 Single Family Dwelling District. The applicant, PRESLEY FAMILY TRUST, is requesting a from the requirement of Sec. 78-299(c)(1) to allow an existing 48kW 60 Hz emergency generator in the front yard of the premises where the code only allows installation in the side or rear yards. The following timeline pertains to the subject application: • July 5, 2018—Applicant submits a permit (PB18-0385) for the New Construction of a Single- Family Home at 370 Riverside Drive. • July 27, 2018— Department of Community Development emails comments for 370 Riverside Drive indicating multiple comments including fences not extending past the front of the house, entry gates/columns requiring Planning and Zoning Board (PZB) approval and revision to the generator location (which was located on the front yard area at the time).See attached document. • September 21, 2018 — Applicant resubmits revised drawing indicating the removal of fence extending past the front, notation of entry/gates requiring PZB approval and revised generator location at north side year of the property (notated as under separate permit). • September 25,2018—Department of Community Development approves the site plan zoning review showing the generator location at the north side yard of the property and not on the front yard area. See attached document. • September 27, 2018— Permit is issued for the New Construction of a Single-Family Home at 370 Riverside Drive. • March 29, 2019 — Applicant applies for Generator permit (PG19-0003) showing the location of the generator in front yard area. Applicant did not comply with the September 25, 2018 approved site plan indicating generator location on the north side yard. • April 1,2019—Building Department issues permit for generator in the front yard.See attached document. • June 11, 2019—Applicant submits a permit(PB19-0260)to install a fence and gate in the front of the residence. Applicant did not comply with the September 25, 2018 approved site plan comments. • June 14, 2019— Department of Community Development reviews the fence application and provides comments to revise fence location per September 25, 2018 approved site plan comments. Community Development also comment on the need of a variance for the fence and site plan modification for gates/columns. See attached document. • August 28, 2019—Applicant submits incomplete variance application for the fence. • September 19,2019—Applicant submits the following two(2)applications to be heard by the Planning and Zoning Board (PZB): a. Site Plan Modification to install entry gates/columns. b. Variance to install a fence past the front of the house. • October 17, 2019—Site Plan Modification and Variance applications are heard and approved by the PZB. • October 29, 2019 — Department of Community Development approves the fence/entry gate application per the attached development order. • December 19, 2019 — Applicant submits a variance application to locate a generator in the front yard area. With regard to the subject Variance application, per Sec. 78-65 (a (2), the Planning and Zoning Board "Authorize upon application in specific cases such variance from the terms of this chapter as will not be contrary to the public interest, where, owing to special conditions, a literal enforcement of the provisions of this chapter will result in unnecessary hardship. The power to grant any such variance shall be limited by and contingent upon a finding by the planning and zoning board or village council that: a. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same zoning district. b. The special conditions and circumstances do not result from the actions of the applicant. c. Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, buildings or structures in the same zoning district. d. Literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this chapter and would work unnecessary and undue hardship on the applicant. e. The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. f. The grant of the variance will be in harmony with the general intent and purpose of this chapter and such variance will not be injurious to the area involved or otherwise detrimental to the public welfare." Ili. FINAL REMARKS The notice of hearing was advertised on January 6, 2020.The legal notice was mailed to property owners within a 300-foot radius of the property. IV. 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N 7 f G' v a o_ -- V1 - Q vai a) . t "C OY 8 m O O 'a nI c r, m aI— JOjT l0 )' A0 rNuO] � VILLAGE OF TEQUESTA Department of Community Development ZONING REVIEW CRITIQUE SHEET ZONING INTAKE DATE: 7/19/18 REVIEW DATE: 7/25/18 PLAN REVIEWED BY: Lance PHONE: 561-768-0456 EMAIL: Ililly@tequesta.org CONTRACTOR: Wilbur Hobgood CONTACT PERSON: David Hobgood PHONE: 561-718-2096 EMAIL: david@hobgoodconstruction.com PROJECT ADDRESS: 370 Riverside Drive PERMIT# PB18-0385 PROPERTY OWNER: Presley Family Trust SUBMITTAL#1 WORK DESCRIPTION: New Single Family Home Construction ESTIMATED COST: COMMENTS: 1. Revise site plan to include the following information: • All setback dimensions(swimming pool, driveway,A/C pads etc.) • Open Space Calculations(Impervious/pervious) • Driveway width dimension and setback at property line. 2. Revise fence location per Sec. 78-284. • Fences cannot extend past the building front.The hardscape plan shows a chain link fence on the eastside of the property. 3. Clarify squares on hardscape plan. • Square appears to be an entry column per Sec. 78-284. Entry gates/columns require Planning and Zoning Board approval. 4. Revise building height information on elevation per Sec. 78-4 Definitions(see attached) and Sec. 78-143. (attached) 5. Revise generator location per Sec. 78-299. 6. Provide screening method for mechanical equipment per Sec. 78-299. 7. Provide consistency between hardscape plan, site plan and survey. • Pool/spa area, driveway, etc.)are different in each drawing 8. Provide easement release documentation for driveway. s$ a s w vanio,J g N��I U >? �€ ,z-;w • v.l.cJltv:ll..IC JDV1'lln " 8� 1 ¢� gLlZ ,.3=s0r+ g r =r o :IAIlICI:1C7I3117nIN OLE �'' fJ --,-;:a� xi g20 .!,* • 3 s l r' � ?,e.-,••:_-_117 _ :13� �c1 5211�I�9 'M cu W ce, / a _g ! 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Village of Teque ORDER OF THE PLANNING AND ZONING BOARD VILLAGE OF TEQUESTA ®ate: REQUEST FOR SITE PLAN MODIFICATION APP".OVAL Time: CASE NO.: SPM 9-19 IN J'E: Presley Family Trust, Owner&Applicant PROPERTY LOCATION: 370 Riverside Drive,Tequesta,FL 33469 LEGAL DESCRIPTION: RIVERSIDE ON THE LOXAHATCHEE IN PB 9 PGS 4& 5 PARCEL CONTROL NUMBER: 60-42-40-36-04-004-0020 REQUEST: Approval of Site Plan Modification to install an entry gate and two (2) 6-foot entry columns. ORDER APPROVING APPLICATION This cause came on to be heard upon the above application and the Planning and Zoning Board of the Village of Tequesta having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Planning and Zoning Board of the Village of Tequesta being otherwise duly advised, THEREUPON, THE PLANNING AND ZONING BOARD OF THE VILLAGE OF TEQUESTA FINDS AS FOLLOWS: 1. The subject property is located in the R-1 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for Planning and Zoning Board site plan modification review and final action. 3. The application and all supporting documentation and presentation materials as reviewed by the Planning and Zoning Board at its October 17, 2019 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to Village Code Sections 22-53, and 78-331 through 78-33, site plan approval by the Planning and Zoning Board is required. Page I l 5. The applicant has applied for Site Plan Modification approval to install an entry gate and two(2)6-foot entry columns. 6. Under the provisions of the Village Code of Ordinances, the Planning and Zoning Board has the right,power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE PLANNING AND ZONING BOARD OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Site Plan Modification approval, Case No. SPM 9-19 with reference to the above-described property within the Village of Tequesta, Palm Beach County, Florida,to install an entry gate and two (2) 6-foot entry columns, in accordance with the application and all supporting documentation and presentation materials attached hereto as Exhibit "A" is hereby APPROVED with the following CONDITION: 1. The Applicant shall provide documentation sufficient to demonstrate, to the satisfaction of the Village Floodplain Administrator, that the installation of the gate and entry columns will not adversely impact drainage toward the east(toward Riverside Drive). Please Note: The term applicant(s)as used here shall include all successors and assigns. La The applicant's site plan approval shall expire in twelve (12) months unless a building permit has been obtained in accordance with Sec. 78-334(9). If the building permit expires or is voided, the site plan approval also expires or becomes void. DONE AND ORDERED THIS.Q DAY OF OCTOBER,2019. c .. ,,,,,,,,,,,,, J'A STRAND, Qe'O�P®Rq,„.,... G"" alt. nc1 v ( <'N,A. CSO �; SEAL LORI McWILLIAMS, MMC =>, `) VILLAGE CLERK .INCORPORATED. tS>:*. /E 4, .0. Page 2 1 i t . FILED: ViIlag of Tequesta VILLAGE OF TEQUESTA Date: PLANNING & ZONING BOA D rme: ✓��f CASE NO. VAR 04-19 IN RE: Presley Family Trust, Owner&Applicant PROPERTY LOCATION: 370 Riverside Drive, Tequesta, FL 33469 LEGAL DESCRIPTION: RIVERSIDE ON THE LOXAHATCHEE IN PB 9 PGS 4& 5 PARCEL CONTROL NUMBER: 60-42-40-36-04-004-0020 VARIANCE REQUESTED: Variance from Sec.78-284 to allow the installation of a privacy fence forward of the building front where the code prohibits fences from being located forward of the adjacent or nearest portion of the building front. ORDER GRANTING VARIANCE This cause was heard upon the application for a variance and the Tequesta Planning and Zoning Board considered the evidence presented by the Applicants and other interested persons at a hearing called and properly noticed.The Planning and Zoning Board being otherwise duly advised, THEREUPON,THE TEQUESTA PLANNING AND ZONING BOARD FINDS AS FOLLOWS: I. The Applicant has applied for a variance from Section 78-284, Village Code of Ordinances. 2. The subject property is located in the R-1 zoning district in the Village of Tequesta. 3. Pursuant to Section 78-61, Village Code of Ordinances,this board has the authority to consider and issue variances relating to single-family properties and structures located within the R-1A and R-1 single family dwelling districts of the Village of Tequesta. 4. The Applicant submitted all documents required by the Village's Code of Ordinances for Planning and Zoning Board review and final action. 5. The application, all supporting documents, and presentation materials were reviewed by the Planning and Zoning Board at a meeting on October 17, 2019, and as kept on file by the Village, are made a part of this order and are hereby incorporated by reference. 6. Under the Village Code of Ordinances, the Planning and Zoning Board has the right, Page 1 of 2 I power and authority to act upon the Applicant's request. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE PLANNING AND ZONING BOARD OF THE VILLAGE OF TEQUESTA, FLORIDA,AS FOLLOWS: The application in case number VAR 04-19 for a variance from: 1. Section 78-284, Village Code of Ordinances, to allow the installation of a privacy fence forward of the building front where the code prohibits fences from being located forward of the adjacent or nearest portion of the building front at the above-referenced property in the Village of Tequesta,Palm Beach County,Florida,attached to this order as Exhibit A is hereby GRANTED with the following CONDITION: 1. The Applicant shall provide documentation sufficient to demonstrate,to the satisfaction of the Village Floodplain Administrator, that this installation of the privacy fence will not adversely impact drainage toward the east(toward Riverside Drive). The Village Planning and Zoning Board finds that the Applicant has provided competent, substantial evidence that satisfy the statutory criteria at Section 78-65,Village Code of Ordinances, to be granted a variance from Section 78-284. Please note: The term Applicant(s)shall include all successors and assigns. Under Section 78-68, Village Code of Ordinances, if no time limit was specified by the Planning and Zoning Board,then this variance shall expire within six months from the date of this order unless a building permit based upon and incorporating this variance is issued within six months from the date of the order and construction has commenced. DONE AND ORDERED on Octobet?, 2019. 41.1' ,,,,,,,,F,,r,,,,,,,,,, By: J T STRA - ,‘„..9.... E�j„(i = • • CHAIR 'C2• p,PORq�... =,, 61. - C SAL. 3= By: LORI McWILLIAMS, WC 1CORPORATED VILLAGE CLERK ; tS'l, F OF FLO\ q Page 2 of 2 ocyto� DEPARTMENTAL USE ONLY SAD VILLAGE OF TE STA Ck.# Department of Community Development Fee Paid: ' t`` Intake Date: 345 Tequesta Drive i r Tequesta,Florida 33469 Ph:561-768-0451/Fax:561-768-0698 PROJECT#: 4e cogs$ www.tequesta.org APPLICATION FOR VARIANCE PLANNING&ZONING BOARD (Single Family) Meeting Date: VILLAGE COUNCIL Meeting Date: PROJECT NAME:Presley Residence PROJECT ADDRESS:370 Riverside Drive,Tequesta, FL 33469 Applicant Name:Steven W. Presley and Pamela S. Presley,Trustees of the Presley Family Trust dated October 20, 2016 Applicant Address:370 Riverside Drive,Tequesta, FL 33469 Applicant Phone No.: (561)650-0556 Fax No.: Cell Phone No.: (561)262-6658 E-mail Address: kguerin@gunster.com Provide written approval from the property owner,if other than the applicant. Property Owner's Name: Property Owner's Address: Property Owner's Phone No.: Fax No.: E-mail Address: NATURE OF VARIANCE: Request to obtain a variance from Section 78-299 to maintain the location of the existing generator in front of the house.The generator specifications include: Model RG048-48 kW 60 Hz,62.2 inch length, 30.6 inch width, 38.6 inch height. rt SIGNATURE OF APPLICANT: 01-06-2020 �• ,� �~'t .a. am be ��.t� LAI �r�-�r �, DATE:. .Ito. NOTE: APPLICANT SHALL INCLUDE THE FOLLOWING ITEMS WITH THIS APPLICATION: A'j alt 1) Current survey or site plan of property showing all structures and setbacks. 2) Drawings to scale of proposed improvements. 3) Variance Criteria Response page 2 of application. 4) Any other documentation pertinent to this application. 5) List and map of all property owners within 300' radius of the outermost perimeter of subject property, obtained from PBC Property Appraisers Office. Labels of each property owner must be affixed to stamped self-adhesive envelopes with a Village of Tequesta return address label. 6) 15 Copies of all submittal documents. 7) Application Fee of: A) Single Family: $300.00 C)Multiple Family $1000.00 B) Duplex: $700.00 D)Commercial $1000.00 To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant.The fee shall be paid prior to such application being scheduled for a public hearing requiring notice. 1 sa JUSTIFICATION OF VARIANCE:You must provide a response to each of the following questions per Zoning Code Sec. 78-65 (2) a. f, If additional space is needed,please attach extra pages to this application. If your variance request is related to the public waters of the state comprising the Loxahatchee River and the Intracoastal Waterway and all creeks, canals or waterways or tributaries connected therewith,located within the geographical boundaries of the Village,you must also address the ten criteria listed in the Sec.76-7(next page). 1. Special conditions and circumstances exist which are peculiar to the land,structure,or building involved and which are not applicable to other lands,structures or buildings in the same zoning district. Please see the enclosed justification statement for the Applicants responses to questions 1-6, 2 The special conditions and circumstances do not result from the actions of the applicant. 3 Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, buildings or structures in the same zoning district. 4 Literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this chapter and would work unnecessary and undue hardship on the applicant. 5 The variance granted is the minimum variance that will make possible the reasonable use of the land,building or structure. 6 The grant of the variance will be in harmony with the general intent and purpose of this chapter and such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. 2 Sec.76-7.Variances. (to be completed only if Variance request is related to Waterway Control) (a)Any person desiring a variance from the terms of this chapter shall make application for such variance to the zoning board of adjustment of the village in accordance with the procedures set forth in this section. (b)In order to authorize any variance from the terms of this chapter,the Board of Adjustment MUST find with respect to the proposed project as follows: (1) The variance being requested meets the definition of the term"variance"as that term is used and understood in chapter 78,zoning. Variance means a variation from the district requirements of this chapter which is granted by the zoning board of adjustment,where such variance will not be contrary to the public interest and where,owing to conditions peculiar to the physical characteristics of that particular property and not the result of the actions of the owner, agent, or applicant, a literal enforcement of this chapter would result in unnecessary and undue hardship. (2) No hazardous condition would be created. (3) The flow of water would not be impeded or interfered with. (4) No obstruction to navigation would occur. (5) It would not interfere with traditional public uses of the waterway including,but not limited to,swimming,fishing,or boating. b ft would not create an appreciable'obstruct`ion of waterwaymews�sr otherwise-detract from aesthetic values: ( } . . (7) It would not appreciably disrupt,interfere with,or disturb marine or benthic life. (8) It would not contribute to the pollution of the waterway or the degradation of its condition. (9) It would not interfere with the lawful rights of riparian owners. (10) It would be consistent with any other applicable laws,rules or plans. 3 BOCA RATON FT.LAUDERDALE STUART JACKSONVILLE TALLAHASSEE KEY LARGO TAMPA MIAMI VERO BEACH ORLANDO WEST PALM BEACH PALM BEACH WINTER PARK Gl_I NSTER FLORIDA'S LAW FIRM FOR BUSINESS PRESLEY RESIDENCE Variance Application December 19, 2019 January 2, 2020 January 6, 2020 Introduction Steven W. Presley and Pamela S. Presley, Trustees of the Presley Family Trust dated October 20, 2016 (the "Presleys" or the "Applicant"), own property in the Village of Tequesta (the "Village") located at 370 Riverside Drive (the "Property"). The Presleys purchased the Property in September 2017, prepared and submitted to the Village Building Department a site plan and survey for the development of their home, and have spent substantial time and money in constructing their home in accordance with those plans and subsequent building permits with the intent to occupy their home before year-end 2019. Currently, the home is complete and the Presleys have obtained a Temporary Certificate of Occupancy while awaiting only select final building inspections. Over the course of development and construction, the Applicant and their general contractor, Hobgood Construction, have worked diligently with the Village in addressing any issues regarding the project. For example, the Applicant obtained a variance and site plan modification for the location of a fence, gate, and columns at the front of the Property. The required plans and application were submitted to the Village and presented to the Planning & Zoning Board ("PZB"). PZB granted the variance and modification, approving the submitted plans showing the proposed fence, gate, and columns at the front of the property. The submitted and approved hardscape and landscape plans also showed the location of the generator at the north east corner of the home noting "under separate permit." The Village Building Department had previously approved a building permit for the construction of the proposed generator at its existing location in front of the house. The location of the generator is a material aspect of the overall design, layout, and construction of the home. Based on the plans and generator permit, the Applicant (and Hobgood Construction acting on their behalf as the general contractor) constructed their home, including the location of the generator. Now, the Village has advised that the existing, in-place generator should not have been located at the front of the house without an additional variance. The Presleys are now seeking that generator variance. As discussed further below, relocating the generator is not feasible. Moreover, even if it were feasible, the cost would be extensive. Additionally, the corresponding costs of preparing revised plans, obtaining new permits, and the resulting delay in completing construction will cause substantial monetary damages and delay the Applicant's final Certificate of Occupancy and ability to settle into their home. In order to avoid such detrimental and unnecessary harm to Presley Residence Variance Application December 19, 2019 January 2, 2020 January 6, 2020 Page 2 the Presleys, in an effort to mitigate any of the Village's concerns, and pursuant to the Village of Tequesta Code of Ordinances (the "Code"), the Applicant requests a variance from Section 78- 299 of the Code to maintain the existing location of the generator at the front of the house. Project Contacts Property Owner/Applicant Gunster Law Firm Steven W. and Pamela S. Presley S. Kaitlin Guerin, Esq. Trustees of the Presley Family Trust Brian M. Seymour, Esq. 370 Riverside Drive 777 South Flagler Drive, Suite 500 East Tequesta, Florida 33469 West Palm Beach, Florida 33401 Phone: (561) 650-0556 Phone: (561) 650-0556 Email: kguerin@gunster.com E-Mail: kguerin@gunster.com bseymour@gunster.com Hobgood Construction,Inc. David C. Hobgood, General Contractor 2189 Radnor Court North Palm Beach, Florida 33408 Phone:(561)718-2096 E-mail:david@hobgoodconstruction.com administration@hobgoodconstruction.com Fees Variance Application Single-Family Residence $300.00 Project Timeline In response to the Department of Community Development's comments submitted on December 26, 2019, the Applicant is providing this timeline to explain the nature of the submissions, approvals, and existing construction. On July 5, 2018, the Applicant submitted an application for a building permit for the Presleys' home. The permit submittal shows the proposed generator at the north east corner of the home in the front yard with a designation that the generator is subject to a separate permit approval process. The submittal also showed fencing, landscaping, and entryway columns located in front of the house. On July 27, 2018, the Department provided comments to the Applicant, noting that the structures (including fences, generator and gates/columns) located in the front yard needed to be relocated pursuant to Sections 78-284 and 78-299 of the Code. Thereafter, on September 21, 2018, the Applicant resubmitted the building permit application with plans that showed that the fence had been removed, the generator had been relocated to the Presley Residence Variance Application December 19, 2019 January 2, 2020 January 6, 2020 Page 3 side of the house and was subject to a separate permit, and that the entry columns remaining in the front yard would require a variance. A notation on the plan stated that, pursuant to Section 78-299 of the Code, the generator must be setback from the property line by at least 5 feet. On September 25, 2018, the Department of Community Development approved the revised plans in accordance with the July 27, 2018 comments. On September 27, 2018, the Applicant received its building permit to construct the home. The building permit did not include the generator, which required a separate permit as noted on the plans. After construction commenced it was clear that the generator could not be located on the side of the home in accordance with the approved plans because of the need to place other mechanical equipment at that location and the resulting impact on setbacks. Because the generator was subject to a separate permit approval, the Applicant submitted a separate application for the generator permit on March 29, 2019 that showed the location of the generator in the more feasible location in front of the home instead of in the previously noted location. The Building Department reviewed the generator application, approved the plan, and issued the generator building permit on April 1, 2019. Based on this approved permit, the Applicant constructed the generator at its existing location in front of the home. On June 11, 2019, the Applicant submitted an application for a permit to install a fence and gate at the front of the property. On June 14, 2019, the Department of Community Development determined that the fence/gate application was inconsistent with the September 25, 2019 plan that had removed the fence/gate, and that a variance was required in order to obtain the permit. Accordingly, the Applicant worked to provide the variance application and site plan modification, which complete applications were ultimately submitted on September 19, 2019. The September 19, 2019 variance request and site plan modification applications did not identify a request for a variance for the generator. The landscape and hardscape plans that were submitted as part of the application packages showed the generator in the front yard with the annotation that it was "under separate permit." At that time, the generator permit had already been issued to construct the generator at its existing location. PZB reviewed the submittal documents, considered the applications at a public hearing on October 17, 2019, and approved the requests. On October 28, 2019, PZB issued development orders in accordance with the approvals and on October 29, 2019, the Department approved the fence and gate applications. In December 2019,just before the Temporary Certificate of Occupancy was issued, the Department of Community Development determined that the existing generator location required a variance pursuant to Section 78-299 and, on December 12, 2019, informed the Applicant that such request must be submitted by December 19, 2019. The Applicant worked diligently to provide the application requirements by the deadline and submitted this application on December 19, 2019. The Applicant submitted a revised application on January 2, 2020 in response to the Department's December 26, 2019 comments, and now submits its second revised application on January 6, 2020. Presley Residence Variance Application December 19, 2019 January 2, 2020 January 6, 2020 Page 4 Justification of Variance PZB has the authority pursuant to Section 78-65 of the Code to grant variances when literal enforcement of the Code's provisions result in unnecessary hardship. The literal enforcement of Section 78-299(c)(1) in this instance would result in such unnecessary hardship. Section 78- 299(c)(1)provides: Emergency generators, air conditioning equipment, pool equipment and similar mechanical equipment shall not be located in any front yard area or any closer than five feet from any side or rear lot line. The time and money required to relocate the generator after the Presleys' home has been completed in reliance on approved plans and building permits is substantial. Moreover, it is infeasible to locate the generator on the side or back of the existing home. It is also noteworthy that the existing screening and buffering would mitigate impacts (if any even do exist) to adjacent properties. Additionally, the high-quality generator type and model will ensure that adjacent properties will not be impacted by noise. All necessary conditions justifying the variance request are met and discussed in further detail below. 1. Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures or buildings in the same zoning district. Special conditions and circumstances exist that are peculiar to the Property because the project has been constructed in accordance with the Village approved plans and permits showing the generator location as it has been built, and the Applicant relied on those approvals to construct their home. Construction is completed and ready to receive the Certificate of Occupancy with the exception of select final inspections. These special circumstances are not applicable to other lands, structures, or buildings in the zoning district and justify granting a variance for the location of the generator. Additionally, the generator cannot be located on the side of the house due to setback requirements, existing utilities and structures, and the physical space needed to accommodate the structure. The back of the house already contains a completed pool and outdoor kitchen area that cannot accommodate the space needed for the generator. 2. The special conditions and circumstances do not result from the actions of the applicant. The Applicant relied on the Building Department's approved and issued generator permit in developing the Property with the existing generator location. This variance request for the location of the existing generator Presley Residence Variance Application December 19, 2019 January 2, 2020 January 6, 2020 Page 5 resulted from that good faith reliance, not from any action by the Applicant. Regardless of the already-approved, existing generator location, the Property's setbacks and resulting design layout, not the actions of the Applicant, require the generator to be located in the front of the house and warrant the corresponding variance. 3. Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, buildings or structures in the same zoning district. Granting the variance will not confer on the Applicant any special privilege that is denied by this chapter, but will instead properly ensure that the Applicant receives the development rights granted by the approved plans and permits that they relied on in constructing their home. Additionally, PZB is permitted to grant a variance in this instance (where special conditions, unnecessary hardships, and the infeasibility of relocation require the generator to be located at the front of the house) to other lands, buildings, and structures in the zoning district. 4. Literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this chapter and would work unnecessary and undue hardship on the applicant. Literal interpretation of the Code provisions would require the Applicant to move the already-completed generator construction to a completely different location (which is not feasible), resulting in a material change to the completed home and deviation from the generator permit. That material change creates substantial monetary damages to relocate the generator, and it also results in extensive delays to the Presleys enjoying their new home. Additionally, unnecessary hardship exists because the Code's setback requirements and the approved, built layout of other structures and utilities prevent the generator from being located on the side or back of the house. Safeguards currently exist to mitigate impacts, if any, from the generator's location at the front of the house. The generator model that is currently in place produces minimal, if any, noise impacts to adjacent properties. Moreover, a 4-foot fence is located between the generator and the adjacent property, in addition to a landscape buffer consisting of 12-foot high areca palms, a 3-foot high clusia hedge, and a 3- foot high podocarpus hedge. This landscaping screens the generator from the adjacent property. Additionally, a 4-foot fence, approved by a variance, lines the front of the Property and further screens the generator from public view along the roadway. Presley Residence Variance Application December 19, 2019 January 2, 2020 January 6, 2020 Page 6 5. The variance granted is the minimum variance that will make possible the reasonable use of the land, building, or structure. The variance granted will be consistent with the previously-approved plans and permits, and is therefore the minimum variance that will make possible the reasonable use of the land. The variance allows the reasonable use of the Property by enabling the Applicant to complete this project based on their good-faith reliance on the Building Department's approved permit and avoiding unnecessary hardships and detriment to the Applicant. The variance also places the generator in a physically and functionally feasible location and safeguards any potential impacts through substantial screening and buffering, including fences and landscaping, resulting in the reasonable use of the Property. 6. The grant of the variance will be in harmony with the general intent and purpose of this chapter and such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. The grant of this variance will be in harmony with the intent and purpose of this chapter because it will avoid unnecessary hardship and detriment to the Applicant that will result from relocating the existing generator. The variance will not be injurious to the area involved or detrimental to the public welfare because mitigation measures, including substantial screening and buffering through fencing and landscaping, are provided. Similar variances for the Property to locate a fence, gate, and columns at the front of the house have already been approved and show that placing structures in the front of the house does not result in injury or detriment, but instead improves the aesthetics and design of the house to benefit the adjacent properties and the public. This variance will have the same effect and will not negatively affect the public or surrounding properties. The variance will comply with the Code requirements, will ensure that the Applicant receives the benefit of their reliance on the previously-issued permits and approved plans, and will prevent unnecessary hardships to the Applicant. Conclusion The Applicant's requested variance complies with the Code, is consistent with the already- approved plans, permits, and completed construction, avoids unnecessary hardships that otherwise exist from the literal interpretation of the Code, and grants the Applicant the benefit of its good-faith reliance on Village approvals to construct and complete their home. Therefore, the Applicant requests that this variance be granted. GENERAL NOTES AREA CALCULATIONS ABBREVIATIONS. 0 YFZA I.CONSTRUCTION SHALL FOLLOW EVISTING'FLORIDA BUILDING CODE' 14.TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC ANUS 27.REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETERS 38.CONTRACTOR SHALL PROVIDE DRAIJJAGE PER DEVELOPMENT GROUND FLR U/A 3,985 S.F. AFP. ABOVE FINISHED FLOOR DESIGN (2017,6TH EDITION WI APPUCABLE SUPPLEMENTS)AS ADOPTED BY THE AND MISCELLANEOUS EQUIPMENT.COORDINATE LOCATIONS WITH MINIMUM WHERE SPUCED,AND SHALL BE WIRED TOGETHER. DESIGN GUIDELINES . ALUMINUM GOVERNING BLDG.DEPT. BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS. PROVIDE CORNER BARS SAME 512E AND NUMBER AS HORIZ.BEAM SECOND ELK U/A I,725 S.F. AOM ANOD. ANODIZED INC. 2.BUILDER SHALL COORDINATE ALL THE WORK O ALL THE TRADES. 15.PROVIDE GROUTED CELL AT BEARING POINT OF EACH GIRDER TRUSS. REINFORCING AT EACH FACE.LAP 48 BAR DIAMETERS MIS. 39.STRUCTURAL ENGINEERS NOTES SHALL SUPERCEDE ARCHITECTURAL BO. BOARD C 3.BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT 16.ALL INTERIOR LOAD BEARING PARTITIONS SHALL BE CONSTRUCTED 28.STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO GENERAL NOTES WI-VIM/ER THESE ARE IN COT/FL/CT WITH EACH OTHER TOTAL U/A 5,7 I 0 S.F. B.O.B. BOTTOM OF BEM. THE TMBER CONSTRUCTION COL'AS PUBLISHED BY THE JOB5ITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IFI WITH BEARING CLIPS,TOP AND BOTTOM EACH STUD,AS PER CODE. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 40.ALL IXTERIOR GLAZING SHALL BE IMPACT RESISTANT CAB' CABINET WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL 17.CONCRETE SHALL CONFORM TO ASTM C94-13.ALL CONCRETE WORK PER 2017 FLORIDA BUILDING CODE. 3 CAR GARAGE I,3 I O S.F, C,. CENNG ARCH IMMURE•PL.4NNwG•INreRnms RESPONSIBILITYDRAWINGS.FOR ANY ERRORS OR OMISSIONS.DO NOT SCALE 29.ALL WOOD IN CONTACT WITH MASONRY CONCRETE.OR STEEL THE SHALL BE IN ACCORD WITH ACI 318-14 AND ACI 301-84. SHALL BE AH APPROVED PRESSURE TREATEIS WOOD,OR PROVIDE AH OUTDOOR LIVING 050 S.F. CLOS. CLOSET AA-0002536 AU.CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR 41.A WATER CLOSET,LAVATORY,OR BIDET SHALL NOT BE SET LIVINGROOM LANAI- -305 5.F. CLR CLEAR 5707 SOUTH DLXIE HIGHWAY,SUITE 8 4.SUBMIT MINI M THREE(3)COPIES OF SHOP DRAWINGS AS Act 530-13 AND ACI 530.1.13. OTHER CEMENTITIOUS MATERIALS AND THE WOOD AS REQUIRED PER CLOSER THAN 15 INCHES PROM ITS CENTER TO NCY SIDE WALL, CMU, CONCRETE MASONRY WEST PALM BEACH.FL.33405 REQUIRED BELOW. 18.MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: APPLICABLE CODE. PARTITION,VANITY,OR OTHER OBSTRUCTION,OR CLOSER THAN LOFT BALCONY 300 S.F. UNIT TEL:5G1-193-1500 FAX:561 193-1560 5.THESE PLANS.AS DRAWN AND NOTED COMPLY WITH THE SLABS ON VAPOR BARRIER-3/4' 30.BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE 30 INCE ES FROM CEFJTER TO CENTER BETWEET TOILETS OR 601. COIR:TER _ BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA BUILDING BEAMS AND COW MALS-I I/2' BRACING AND BRIDGING USED DURING ERECTION OF THE ADJACENT FUTURES.THERE SHALL BE AT LEAST 21(FICHES GUEST LANAI- -190 S.F. WEBSITE:www.yrainc.com ENERGY GOVERNING 2017.CONTRACTOR SHALL FAMILIARIZE 11.1 JZE FORMED CONCRETE BELOW GRADE-2' TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO SAME. MASTER LANAI 1 55 5.F. mt. CO'DMN EMAIL:yraByrwnc.com HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN UNFORMED CONCRETE BELOW GRADE-3' CLEARANCE IN FRONT OF TME WATER CLOSET OR BIDET TO ANY CONC. CONCRETE ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT 19.REINFORCING STEEL:GRADE GO(FY=60,000).ASTM AG 15-12. 31.HEADERS FOR FRAMED OPENINGS REFER TO ENGINEERED AND WALL,FIXTURE OR DOOR.WATER CLOSET COMPARTMENTS SHALL COVERED ENTRY- -140 S.F. CANT. CONOULVUS BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. THERE PLACING DRAWING AND BAR LISTS SHALL CONFORM TO STA/APED DRAWINGS(UNLESS NOTED OTHERWISE). NOT BE LESS THAN 30 INCHES WIDE AND GO INCHES DEEP. CT. CERAMICTIC G.THE BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS A.C.I.S'MANUAL OF STANDARD PRACTICE FOR DETAILING 32.ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2 X SHALL BE AT LEAST 21 RICHES CLEARANCE IN FRONT OF FRONT BALCONY--------- ------ ------- 30 S.F. DBL DOU5LE WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS REINFORCED CONCRETE STRUCTURES'.(A.C.I.315-99) 125(FOR WOOD FRAME CONSTRUCTION DEPENDING ON WALL LAVATORY TO ANY WALL,FIXTURE OR DOOR. TACKLE ROOM- -54 S.F. DN D� SPECIFIED ON THESE DRAWING'S WITHOUT ANY PRIOR NOTICE. THICKNESS)EXCEPT WHERE NOTED. ITEMS WHICH,WHEN SUBSTITUTED,REQUIRE APPROVAL OF THE 21.DETAILS OF CONCRETE REINFORCEMENT SHALL BE III oR DOOR BUILDING OFFICIAL,WILL BE SUBMITTED TO THE BUILDING ACCORD WITH TIE MANUAL OF STANDARD PRACTICE FOR 33.DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE 42.THE MAXIMUM WATER CONSUMPTION FLOW RATES AND OVERALL TOTAL'A`P`ED` 8.950 S.F. DR.. DETAIL OFFICIAL REINFORCED CONCRETE CONSTRUCTION',A5 PUBLISHED BY THE SOUTHERN ME,NO.2 OR BETTER OR SHALL PROVIDE ALLOWABLE QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS GYG. DRAMS., REINFORCING STEEL INSTITUTE UNLESS OTHERWISE STRESS VALUES OF 1200 PSI IN BENDING FOR SINGLE MEMBER 7.BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF INDICATED. USES,90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS SHALL BE IN ACCORDANCE WITH F.B.C.2017. DWI, DRAWER STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 22 ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE OF ELASTICIN OF 1800 K51 OR BETTER AS DETERMINED BY AN 8.CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. APPROVED LUMBER GRADING AGENCY. N. ELATION 9.WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO SAFETY OS SITE 15 THE RESPONSIBILITY OF THE CONTRACTOR. 34.STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.0 MAXIMUM FLOW RATES AND CONSUMPTION TABLE ELECT. RLECTwCAL THE BUILDER. 23.CONCRETE BEAM SIZES MAY BE INCREASED(8'MAXIMUM)AS 'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OFSTRUCTURAL STEEL FOR BUILDINGS'1980 EDITION.MATERIALS E N. n_evADW 10.ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK PLUMBOJG FIXTURE OP. MAXIMUM FLOYJ RATE SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FIXTURE FITTING OR QUANTITY EO. EQUAL WINDOW DENTS SHALL DISPLAY LABELS SHOWING COMPLIANCE INH COURSING.DROP(28'BOTTOM A IM TIE BEAMS -ASREQUIRED OTT ATM DROP FOLLOWS:SHAPES,PLATES.ANCHOR BOLTS-A 307-8I A LOT CALCULATIONS EQUIP. EQUIPMENT PBC-RESIDENTIAL SECTION R308.I FENESTRATION PRODUCT RATING. AND DOOR BERMS(28'MAXIMUM)AND ADD 245 BOTTOM IF DROP LAVATORY FAUCET 2.2 GPM AT CO P.5.1. EXCEEDS EA MACHINE BOLTS-A 325-83 C - OAST. EXSTING I I.ALL EXTERIOR DOORS AND/WINDOWS SHALL COMPLY WITH THE TUBULAR STEEL-500-82 A GRADE 5(40 KSI) SHOWER HEAD• 2.5 G.P.M.AT 80 P.5.1. EXT. EXTERIOR LOCAL GOVERNING BUILDING SECURITY CODE ORDINANCE 24 P. DOWELS COLUMN AND WALL R ENFORCING TO FOOTING WITH SINK FAUCET 2.2 G.P.M.AT 60 5.1. AREA OF LOT: 32.234 S.F. FED FIBER ROILED Hobgood Construction,Construction,Inc. P5 LASTD. SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 35.WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WATER CLOSET I.6 GALLONS PER FLUSHING CYCLE PD. FLOOR DRAM 2189 Radnor Corr) 12.SEE STRUCTURAL DRAWINGS FOR'WND LOADING DESIGN!. 25.VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE WELDING SOCIETY'STRUCTURAL YIELDING CODE'.ELECTRODES 90 OF BLDG.COV.TO TOTAL re. FIRE EXTINGUISHER. North Palm Beach.PL.33408 VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, FOR FIELD AND SHOP WELDS SHALL BE A.W.S.A5.1 E70XX. •A HANDHELD SHOWER.SPRAY 15 ALSO A SHOWER HEAD. UNOBSTRUCTED CONTINUOUS CELL 13.TRUSS MANUFACTURER SHALL SUBMIT FOUR(4)COPIES OF 36.SEE FOUNDATION NOTES AND FRAMING NOTES FOR MORE •'CONSUMPTION TOLERANCES SMALL BE DETERMINED LOT:(6,789 S.F.): I. % FIN. 1.161511 TEL:5614,91-9686 FAX:561{,91-9781 SHOP DRAWINGS AND ENGINEERED CALCULATIONS.SIGNED AND 26.CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF INFORMATION ON THESE ITEMS. FROM REFERENCED STANDARDS. ICOR Lie.k CGC 049728 SEALED FLORIDA A VAENGINEER,O THEIR ROOF BE EALE CELLS AT EACH LIFT OVER PEC'HIGH. D FOSHALL NOTE:FOOL*POOL PATIO AND PRP. FIBERGLASS P.EINF. TRU55 DESIGN FOR APPROVAL. BE SEALED AFTER CLEANING AND INTPECTIOd,AND BEFORE GROUTING. 37.TOPICAL SPRING FOR ALL SLABS AND FIATWORK PER STRUCTURAL DRAPINGS*SPECS. DRIVEWAY DESIGN BY OTHERS FEW V F.V. FIELD VERIFY GA. GAG: GCA. GENRA (O. GENERAL CONTRACOP. GL GLASS DATE-NOVEMBER 15,2017 GYP.BD. , EB'YPSUM BOARD INDEX TO DRAWINGS INTERIOR JGNE MPRCVFD:M,J.P/D.A.R. ARCHITECTURAL ISE MAY.ER JR NJ.17-1137 INrewO.e REVISIONS: HANDICAP ACCESSIH1 A-I ARCHITECTURAL SITE PLAN . FOLIC*METAL HT A-2 ELECTRICAL CALCULATIONS$RISER XT'ST ,,,I,r LAMINATED LOAT LOCATION O ANUPACTURED MAX.C. MAXP.1t i MIS. MINI UNICAL MIS MINIMUM ULH. MISCELLANEOUS MLD. MOLOSC- W MO. VITAL RY OPENING MT. METAL THRESHOLD • MTD. MOUNTED MTL. MT,. 0 r 1' M . MULLION V W IC. NOT IN CONTRACT N.I.S. 0.iT IN 5'_T PERMIT FOR NS. ND CTO ENERSCALE ° °R. d O ON CENTER W GENERATOR ONLY OPTIONNAL ER < 'l O'NG. OPENING L v J Ly. 2 OST. OPTIONAL FL ELATE G W O O PINI PLASTIC IAMNATE V /•--. > LN.. PROPOSED TWO TI- P15111. PLYWOOD STORY RESIDENCE - \ PAA. PANS '03 hJ-0`R°F.SLAB P.05. POINT OF SATE LJ r -N Y 8.50 N.G.V.O.(REPER TO SURVEY' FP FSR L M u c'riEn�cu 3a IL FOR AC TUAILELEVA now IV I, PREP. IHEPAR,.TIGN C PD. 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F'OI'I1 OF A=28 46' UPLAND CONTAINING 0.756 ACRES MORE OR LESS- REMAINDER PORTION OF €;11F2LATURE 23' ASPHALT LOT 1 FOUND IRON LOT 1kipll WOOD MONUMENT PLAT ROD & CAP FOUN POWER "2799" WOCG CONCRETE / /�•`., (NOT FOUND) P8L ER VI VYL MONUMENT POLE ;fr , J, FOUND WOOD NOR TI I LINE POLE FES E LOT LINT IRON PIPE POWER LOT Z IrIL I ,'r �, .ri ExTEtvlEp `�'' {�N SIDE) 351JIIII ( N88'29'51 °'E 300 plat 334.2` Te4a 1.,O , . r,_ .r.. O . ° t1, POOL 5 Co E�l�°tP�AENT .0 e GUY /Vit1`: t c l _. -v�rU• 19.D A/C)158,8 103.6 MRE [ 3 /" ,� 34.0 A fi&fif 7 �., In eta ;. 1 9 145 00'avffoll y, > C o,c I, ,yc' -,\\ PA TR) li z'„ PROPOSED BOX ` B W tP C� f"? Ci {ll :13. � MEAN HIGH �a SUMM R/ gl DORC?1 N °/ GENERATOR E � ' MATER LINE i ( +C13CH 1 N 13,3 41 z.a m `sL 0.G.. ELEVATION -! ) I P ! Z 1.7"'1,7 L 41.0 cam, _. - \7 /,; 0111 oz Lii dci 0,O N,A,V.D, \� L z�z s.7 w c� ` �_.3.z LOT ?_ ,�.� ,l1 ��` U- BOAT 1- ``TUi MANGROVES. , x\ Q` � _ __ ens `. 1 �� LIFT b m .-----3\ _ acs' It ~ ,]. 7,,,...,,orcisi ° ' ',' Q ////�,� W rte+ 0'j3 / ril I-4- .- CY06- WOOL? ,,;� POOL �c4 1 w�, r. ^ t 1.,. rIEaNOtJT- t r ce tSL` JOCK (7'‘Ili` r Lil Q M '1el, y A7, -' Q w PROPOSED i ' ff `'II Ill IIjIIlflhI' III di,1 IIIIIIIIII lil{ lI I�III�II II l 'I O'iL1fll llU�rm["P I Q o i.7 DRIVEWAY 104.62' �-cic— fi i _ P 1H- I • 10:3 7 D.Z .16 1O?4.76' rF'COS ‘1,:- I . � � I X :* es 1.7 f 0 -�-,rrt 1,_ - PATIO -PORCH to �? / 7 BENCH MARK �' PILES MANGROVES \- 5s 4.8'r" st L_ . L LL TOR NAIL & DISCr44,,,,,,-;" ,r•-''I ypieol { ;-- . 0. 2.700 3�j 2 6,5 ,� 4' 1:::!...7. ELEVATION = 4.42 /f% , }5B 1� ,` - ss*+ 27.2N.A.V,O ----i � �`r� , h' ` y.�Q + Af•v= ..rte..." 13.lil� 7=tJ1 ��.+� +E'.-.� '�'- f ,a : toLOT LINE 'tt\ I�$ 62f1 11E ��° F71at C EXTENDED r - x r MONUMENT 0 4' 6' WOOD 333. meas wArE PER PLAT CH AINLIhNK I FENCE 2. REVIEWED FOR CODE "" t R (NOT FOUND) FENCEF Y WOOD WLEGEND: COMPLIANCE 'tE POLE t VILLAGE OF TEQUESTA BUILDING DEPT q = CENTERLINE O.H.E. = OVERHEAD ELECTRIC LOT 3 cola =, CALCULATE[ ELECTRONIC APPROVAL BY meas ffi MEASURED 416\ = ELEVATIONS CERTIFIED TO: Jose Rodriguez _,i = CONCRETE ,,,_"� PROPOSED DRAINAGE STEVEN W. PRESLEY & PAMELA S. PRESLEI g FIRST AMERICAN TITLE INSURANCE COMPAN PX-3697 GROUP ONE MORTGAGE, INC., 1SAOA ATIMA SURVEYORS NOTES: THE CLOSING CONNECTION INC, , - - �-: 1. TI-95 SURVEY COMPLIES 1MTH CHAPTER .s,f-.1a. FLORIDA ADKNISr>anaN cry- MAGELLAN SURVEYING & '-MAPPINCf, INC. *0 Ali *,.'� r.�^t `1 ' .11 ' e '.:1 . 2, NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. PROFESSIONAL LAND SURVEYORS .9 3, LEGAL DESCRIPTIONS SUPPLIED BY CLIENT OR CUENTS AGENT, MEM lii . '� , b44. 4, WRITTEN DIMENSIONS TARE PRECEDENCE OSIER SCALED DIMENSIONS, LICENSED BUSINESS - 7571 r - R ? ° 1' • ' •- 1 SOME ITEMS SHOT% HEREIN ARE FOR GRAPHIC AND ,NFCRmATIONAL PURPpSES ONLY, 450 S. OLD DIXIE RHIGA 33458AY. SUITE 10 _') S 5, VISIBLE ENCROACHMENTS, IF ANY ARE SHOWN HEREON. JUPi4 R, FLORIDA ` - �� ■r r 1 a k- trim ' 5. THIS SURREY FOR GONSTRUCTANN ARE SHOWN ONLY ANO NOT INTENDED FOR 561-746=8745 FAX 561-745-9532 E—mail int4�ITI0gellonsurveyhg,ccrr� i j U ail i CONVEYANCE PURPOSES W1THGt1T PERMISSION OF THIS SURVEYOR. M el c } . r. " 7, NO ELEVATIONS HEREON BASED ON NORTH AMERICAN VERTICAL DATUM (N,A.V-f]. 1960 Survey & Site Ptah E �, '"_ 3r 13. NO UNDERGROUND UTILITIES LOCATED EXCEPT WHERE SHOWN HEREON. Boundary ',tquE�ttA ! ° 1 1 9. THIS IS NOT AN ENVIRONMENTAL NTAL SURVEY. F � ,, . 1. 10. THIS SURVEY DOES NOT GUARANTY OWNERSHIP OR RIPARIAN RIGHTS - BEYONp MEAN HIGH WATER UNE, Ft7r: L �`�.~r E ti. BEARINGS HEREON BASED ON THE PLAT/ASSUMED/GRID BEARING ALONG THE STEVEN W. & PAMELA S. PRESLEY litt %,mer �___ ....- NORTH UNE OF LOT 1 AND ALL OTHER BEARINGS ARE RELATIVE THERETO. - ,= �I' Yr l"B"l 12. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORT'S SY OTHER THAN ,, ' THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITiT N CONSENT Drawn by IBES Date p# Survey Scale r 9 ,a- FORM Q TIE-IN THE SIGNING PARTY DOER CONSTRUCTION TIE-IN SURVEYS INTENT Is TO SHOW RONALD E. STOTLER Field: 13I'1 F.B.134 Pg 42 �V�VE' M$ER x{)1"7 1"-- 3( ' , 8 `, ! SETBACK COMPLIANCE; OWNER AND/OR CONTRACTOR ACCEPTS RESPONSISIUTY PROFESSIONAL SURVEYOR AND MAPPER RCVF..( S: LPDArE SLIMY, 11-tMl-241 0 4 FOR PLACEMENT OF FORMBOARDS UPON RECIEPT OF THIS SURVEY, CERTIFICATE NO. 5026 ADD SITE SAV, i3-is-zpis rcr. A[5{] h£lJ SITE ALAN 44 O1 IVIS Kr Drawing Number .4! % -i'S' , ; : • 4r PLUMBING AND OTHER UTILITIES INSTALLED AT CONTRACTORS RISK. STATE OF FLORIDA THEE %SAEY. 17.21-2015 i 06 :1 ,, ,4, THIS SURVEY IS NOT VALID WITHOUT SURVEYORS SIGNATURE & EMBOSSED SEAL. REv sin PLAN 02-10-20$ KC 1 "a'�S.ISJ CNAN3E Gt3ETSt(16-31.--2016 Apo CMS & tiLltSE SITE t31AN 19-241= ELECTRICAL PANEL'A' ELECTRICAL PANEL'E.' QR. TRIP 6,06:111"WEE CESCRIFDOO DEMAND DEMAND DESCRI1101 WIRE CONDO TV r OK TRIP CONDUIT WRE DE5C315165 DEMAND DE!AAND 145CRIP(KW 14111E CONDOR TRIP CIR. YID / 1511 x147 (KVO 701.E `'2 1 POLE (KW) (KW) POLE I 0' 2-50' P. Y6 081 WEN 10.0 8.0 SPARE 314• '2-40 2 I !-20 R 1112 MASTER OMIT RUTS /// / &MOR%DETECTORS 414 R I-15 2 DESIGN 3 1 1 1 1 1 - 1 1 1 1 4 « 3 I-20 R 412 MASTED.SAM LT5 I(/ 5113.114,00. 014 K I-15 5 1-20 K 1,2 MICROWAVE 1,5 5.0 DRYER #10 R 2-30 6 9 5 1.20 R 812 MASTER BEDP.ML15 DEoRM04 RUTS. #14 1 1-15 6 « 'NC C 7 i-20 K 112 05H1VA5HER 1.5 - 1 1 -L 1 B * T 1.20 R #12 MASTERDEDRM RCPTS LOFT LT51 RCPTS 114 R, I-15 8 9 i-20 K 012 DISPOSAL I,0 1.5 WA511ER 112 K ' I-20 IO 9 1.20 R 112 FAMILYRM LTS BEDR513 L15. 414 R ., I-15 10• ARCHITECTURE.PLMISING.INTERIORS :1 1-20 R 112 FRIDGE 1.0 1.5 LAUNDRY 31!2 K -20 12 « 11 !-20 R 112 GREETING R1,1115 NORM 13 RUTS. 114 R !-IS :3 1-20 R 112 FREEZER 1.0 4.8 MINISPUT #12 .20 14 : 13 -20 R Y 12 GREETING RM RUTS. BEORAI 15 LT5. 114 P. 1-15 4 031-0202536 :5 i-20 R 112 524211 APDL 1,5 - 1 1 1 1 II 0 I/ '.20 K 812 FAMILY RNI RUTS. j BEM 45 RCPT5. 0 1 F. i-15 ::6• $707 SOUTH DIXIE HIGHWAY,SUI'T'ES '7 -20 K 112 01262252. 1,5 1.0 KITCHEN LTS. !e R !-20 IP 4 I', -20 R 012 6.0.0.1 '•J I� SMELTS 214 R I-IS IF« WESTHDIXIE HIGHWAY,SUITE :0 1.20 K P12 11000 0.2 1.5 GUEST BEORMLT5. 412 R 1.20 20 a 19 1-20 R 112 0.0.0.2 1.2 CHMNDMIER ' a''" R ' I-15 23* TEL:SGI PALM-093- 21 1-20 R 012 BAR0R0DGE 1.0 1.5 GUESTBEORM RUTS ill R 1- 1500 FAX:561-093-ISGO 20 22« 21 1-20 R 112 G.D.0IT 1.0 DA7LOFT ROC-1 1�2 R 1:20 20 GENERTOR 63116E WEBSITE: 60O2W iainc.com 23 1-20 R 1I2 PANTRY FRIDGE 1,0 1.5 GIE5T BF71V P1tivP,RNA x!2 P. 1-20 24 23 1-20 R 112 FLOOD LT5 1.0 I.0 LOFT FRIDC-E 1I2 R 1-20 24 25 1-20 R 112 A� 1.0 1.0 EATERTORRCPTS 112 R ' 1.21 20 25 2'G) I° 14 MEL"C" 12.0 0 LOFT BAA /12 R I-20 26EMAIL:ys6Cyraiac.cam i 8 27 1-20 R 1I2 DINING RCPiS 1.5 1.0 EXTIRIOK KCP(5 di 12 R I-20 28 27 1 1 1 1LOADS SHEDDING CONTACTS'SHALL DROP OUT '///, 224661/LTEf RCPTS. a1Z R - 1.20 28 A/C UNITS,POOL PANEL'P'AND DOCK PANEL'D' 1 5PACE - 1.0 GARAGE LTS/RUTS YI2 R 1.20 30 29 SPACE - 28.8 PANEL2 13 1114• 2-I_ 30 AS NECESSARY WHICH ISA REDUCTION OF 70,9 KVA 1 1 _L 1 5P0CE - 1.2 LANAI L11'KCPTS ' 412 R 1-20 32 31 - - - SPACE 32 FROM THE TOTAL CONNECTED LOAD. P. 33 2-60 316 AHU-1 I 1.5 11.5 AYU-2 Y6 R 2-60 34 33 250 R Y6 11-111-3(7.5KW) 0.6 1.5 ELEVATOR CPB 115. 112 I/O' -20 34 1ST 10 KVAAL =10,0 KVA 35 1 J.. 1 1 1 1 i 1 1 1 36 35 1 1 1 1 3.0 ELEVATORLIFT 1!2' 2-30.63 BAL.040%(69,4X0,4)=27,8 KVA 37 2-50 3/4' 88 CLL N.0 NC CL.-2 F8 3/4° 2-SJ 38 37 2-30 314' 810 CLL11 3 N C. - 1 _L 1 39 1 1 J. 1 1 1 1 1 1 1 40 39 1 1 1 1 1 05061 I - 40 TOTAL =37.819VA=>157,50 41 " ' - - 142 41 -___,.......1-' - `..:...(00142 TOTALS: 35.2(0.2,42.0 K.V.A. DRANCN BREAKERS= 22,60011.6. TOTALS: 3!2128./.141.9 KV.A BRANCH BREAKERS= 22,320A.1.C, TOTAL CONNECTED LOAD: 72.2 P.N.=321.2 A1,1F5. ESTIMATED DEMAND LOAD. 181.7 MAPS SEE CA,C5. TOTAL CONNECTED LOAD: 73.1 KW.=304.1 001PS. /5TIMATED DEMAND LOAD: 173.8 AMPS 56E CALCS. FEEDER 512E15 TO DE: SEE R1515 TYPE: i9WWTHHN FEEDER SIZE 5 TO DE: PEE M RATED VOLTAGE: 120/240 I PHASE 3*RE BRANCH POLES: 40 RATED VOLTAGE: 1252�40RI 1100.5E 3 WIRE BRAWN 10175: 0W1YR111N WONTING: SURFACE 905 RAENG: 200 AMPS COM. MOUNTOI0: 5LRFACE SOS RA:'.NC: 200 AMPS CONT. NEUTRAL MI5 15 TO 5E: 5ULL GROUND BAR: 15 REQUIRED NEUTRAL PU515 TO DE: 112,1 GROUND 36,6: 15 REC1111.E0 KEYED(DOOR: 15 REQUIRED FEE0510 B': 001 TOM /15110 DOOR: 0 REOYRED FEED IS TO BE: 5O11OA9 PANEL I5(057: LOADCENT_R MAki6: LO, PANEL 1601025 f0 OD LOADCENIEX MANS: L.O. Hobgood Construction,Inc. I2GEN0:NC=NON-C 10615 TAY:R=R:MFX,E=005TING MAIN C.D.RATING:NA AMPS CONT. LEGEND:NC=W.YN-COPICIDFI:TAL:R=ROME,;GEX'STING MAIN C.B.RATING:1/A AMES CCU:, FALB T CURRENT CA:CS: RERVIf,F CAI(',S;=141.BkVA(TOTAL CONNECTER) 2189 Radnor Court *ARC PALET TYPE BREAKER 66PRC FAULT 1`PE BREAKER **GE!VP!BREAKER a GN I1'E0.4EAKER Y///.-1 GIN LTG LOU'=13215,10 4,4005.6. AID 34,6398RST CASE) SYM FOR 75.010VA XFMR WITH Z=1.0% HVAC BLOWER 0125%. 1.5 x 1.25 =1,9k2A North Palm Beach FAX:5L.61.691-9781 PANEL'A'CALCULATIONS PANEL'B'CALCULATIONSOOL EQUIP,0 65%(30.0 x 1.0) ) = 6.0kVA PEL:561<.91.9GS6 FAX:56Ifi91-9781 1=22,348 FOR 2 SETS OF pb/0(Al)(AL) HVAC HEAT 0 65%(30.1 x 0.65) =19.6kVA Li,1 CGC 049728 HVAC BLOW`R @!25% =1,5 K.V,A.x 1,25=1.8 R.V.A. POOL EQUIPMENT g 100% =6,0 K.V.A.X 1,0=6,0 K-V.A. 1=20,75•934,639 =0.969 1ST TOAVA 0 100%(10.0 x 1.0) =10.0kVA HVAC (HEAT WORSE CA5E)Q 65% =2 i,5 K.0.5.0 0.65=14.0 K.V.A. 22,348 x 240 BALANCE 940%(102.7 x 0.4) =41,1kVA HVAC (HEAT E !2A% =1,N K.V.A.X 0.25=1.9 K.V.A. I5T 10 N.V.A.4% =10.0 K.V.A.X .O=10.0 K.V.A. 11516 CHEAT WORSE CASE) 65% =7.5 K.V,A.X0.65=4.9 K.V. v= 1 TOTAL =78.6kVA=>327.5A REM.N.V.A.@ 40% =44,2 R.V.A.X0.4=17.7 K.V.A. 151 1 O K.V.A.9g 1 C0% =10,0 K.V.A.X LO=10.0 1432.16 =0.508=34,639 x 0509 1+1 TOTAL =43.6 K.V.A. REM.K.V.A.@ 40% =45.5 1.2.A.00.4=19.4 K.V.A. =17.595 A.I.C.AT METER. C=13,923 500 1 SET OF DATENOVEMBER '5, 2017 TOTAL/240=43.614.5,0./240=151,7 AMPS, DOTAL =41.7 K.V.A. ,y3/0(CU) Tp1AU240=41,7 K.V.AJ240=173.5 MAP'. f=2.065'917 595 =0.052 501 TACE DROP CAI CS •SPPROVEI7:M.J.P/21311 R. ELECTRICAL PANEL'' 3,923 z 240 (METER'HAS A LOAD OF 3300) 10624:17-1137 1 (2 SETS OF#4/0(AL)=,OS OHMS/kFT,RATED FOR 360A) REVISIONS: M= 1+F =16,719 3161 AT PNLS & B.=0,950=17,595 x 0,950 DISTANCE x ONMS/kFT x LOAD=VOLTS-LN 010 TRP1 7000311- 8ERE DE5a011ILYI DEMfN (A,4 D DE0 CkSCUDO/1 WIRE CCNON TEP CR 'A' '' 75Fi x.05/1000FT z 3304=1.245-LN 622 (&Wi 0,15) POLE f1.240-Lu z 2.0(iPH) -2198/-LI 00 IC 2-55, 3/4' AB DK RCPT. 9.6 A DO:K 951 1I2 314' -20 2 «« G 4,811 FOR 1 SET OF#3(CU) 2.465-LL/240V=.0103 3 1 31 1 1 1 1 , 1 4. 1 4 "• 5 1-20 314' /12 :1-CIRCPTS/LT5 f=2,090,50•916,719 =1,448 .01036 100=1,036 VOROP 1.0 - - y 7 - - 5600E - 5542E - g 4,611 x 240 \ 1 (PNLS'A'&'B'10)=A LOAD OF 2000 ERATE 12 M= =0.408=16,719 x 0.408 (1 SET OF#3/0(10)_.0797 1N4M5/kFT,RATED FOR 2000) 14 1+f 0,030 A.I.C.AT PNL'P'. DISTANCE x OHMS/kFT x LOAD=VOLTS-LN 16 SFT x.0797/1000FT x 200A=0.0797V-LN :9 18 ,0797V-LN z 2.0(1 PH) =0,1594V-LL rr',1� 21 20 0.15949-L(/2403=,0007 W 23 24 22 .00070 100=0.07%VDROP 25 27 `28 C (PSE T'HAS(A)= 54OF 10NWS/kFT AND RATED FOR 100A) 0 1=161 > H 39 \ 30 (01511NCE 61 OHMS/kFT x LOAD=VOLTS-IN '� Vy 3 32 SOFT x,254/1000FT 100A=1.27V-LN t:[ 111 35 \ 3e 1,27V-LN x 2,0(NPH) =2.54/-LL p 2.545-LL/2405=.011 F-' d QQ 3'/ 3B .011 x 100=1.10%VOR011 ¢ /^ I 39 ., :yl V J • TOTALS: 10.6 K.V.A.1.4 K.Y.A. BRANCH002.101145= 10,000 A.I.C. Z O O TOTAL CONNECTED 1611: 12.0 .K.W',=50.0 AMPS. ESTIMATED DEMAND LOAD: 50,0 MAPS SEE 611160. V V 11 FEEDER SILE 5TODD: SEE RJ01E TYPE: iHNTNHHN RATED VOLTAGE: 121/240 i PHASE 3 Mt BRANCH POLE: 8 MOUNTING: RFC& BUS RATING: I00 4150 COM, Q NEUTRAL BUS IS TO BE: FULL GROUND DAR: i5 11041 EO u.iZ -"}t Cr: -1 KEYED ODOR: 15 REQUIRED TEED 15 TO B`: BOTTOM L� PANEL5 T06E: LOAD CENTER 1AAN5: 11511LG. LEGEND:NC=NGN-CORKIDEMAL:R=ROMA:E=I.X:STING MAIN C.B.RATING:TVA AMPS CON(. ',ARC FART TYPE BREAKER I I « - t-GS TYPE BREAKER PANEL 1D'CALCULATIONS (EXTERIOR) (GARAGE) DOCK EQUIPMENT 9 100% =12.0 K.Y.A.X 1.0=12.0 K.Y.A. 2 SETS,--� (EXTERIOR) (AT DOCK) PERMIT ,T TOTAL =12.0 K.V.A. 3#4/0(#2G(CU� NEMA 3R ERI V lIT TOTAt/742=12.0 E.V.A/240=50A 10420. 2-2 1/2"C PNL'A' PNL'B' 400A (NEMA 1) (NEMA 1) (NEMA 3R) (NEMA 44X) REVIEW 4003 A.T.S. 120/2402 120/240V 120/240V 120/2402 ELECTRICAL PANEL'F0 48 KVA GENSET NEMA 3R W/SOLID 10,3W 10,3W 10,3W 10,3W SET OR. TRIP BY OTHERS METER MIR NEUTRAL 200R 200A 100A 1000 3-20-2018 2 POE CONDUIT NYRE DES::RrenaN '743110 VEMANC LRSCPJPfKKN WIRE corlourt ERIE DR ) W/BYPASS MLO MLO MLO MLO O TMS D2µ7 POLE ` 22kafC 22/200 101/AC 101/dC •s I 2-20 1(2' 112 POOL PUMP Al 2.5 2.5 TKR.PUMP 012 1/2' 2-20 2 250 A / 3 1 1 1 1 1 1 1 1 1 1 4 TO PHONE BLOCK 02/200A 8« 5 2-20 1/2' 512 POOL PLMP/2 2.5 ' 5.0 810WER5PA CO !/2' 2-30,6 " 22 KAIC 1 1 J. 1 1 1 1 ---- 2214 AIC 22K AIC .. 4 1.20 1/2" #12 POOL CONTROLS 1.0 0.3 5001115 a z 1.20 o•« i I BRKR #6 G C #2 CO GEC •- 0-2_2"C 3#-1,1/4 CU), 3#1"C8G(CU): I 1 1.20 1/2' 412 OUTDOOR LIVING LT5. 1.0 - 51001E /- 12 #6 AWG TO GENSET 56"11 '3 1-20 I/O' 112 OUTDDORSCREENS IA 0.5 SLI1MER HOOD 112 1/2' 1-20 i 4 CU GEC1 (BY OTHERS', j y� 15 1-20 1/2' 112 SUMER FRIDGE LJ 1.5 SUTAIER SMALL APP. 1I2 IR 1-20 :1 /j"F-Y- UNDER .4'ld qF p +t. SPACE - 10.0 ,on.MR /8 3/4' 12-SJ 18 - - - 0126E - - SPACE 1 i 1 Zo I- -� GRADE C aP� PERMITS 4 +•;••• ' r L SPACE / �1 j\\ SPACE TO FPL ` 'LIAH/ IT 4'71t.1 r,7.S� / \27 ao TO BLDG, S-EE ) fa E f.-.` z" \ \ 32 5/8'X10'CU 2 1/2"C ) ' . AnDos'377,N;- i�A 35 \ 3e GND ROD = =APART= MIC';'..',-,&,,,�0,,-- ,0. 3 /o(cu),#sc(CU) John P. : .i... 1..03.21 33 / 5/8"x8'(CU)GND RODS -2"C VICreEL J..OLKA \./ FLORIDA ARD093714 TOTALS: 9.0 EVA :98145.0 ESTIMATED ED DEMAND Io,wc87.9. ELECTRICAL RISER DIAGRAM TOTAL CONNECTED52113 LOAF: 28.8 K.VJ= 120 AMPS. ESTIMATED CEMAYD LOJ12 87.9 M.1P5 SEE CALLS. F'.EDEP.52E I5 20 FE SEE RISER TIM rnmeTtIHN N.T.5. ` 2FTE0 VOLTAGE: 120/240 1 PHASE 3 NYRE BRANCH POLES: 24 MOUNTING: 500(ACEBUS RATING: 100 AMPS CONT. Ii 1007.Dlb 15 TO 10: pi/J. 0120UND 0.44: 0 REQJRED 4E1E0 DOOR: 15 RE/:'RED PEED 0 TO BE: 50TfOM PANELt5 TO DE: LOAD CEN itE MAINS: gip. 065ND:NC-NOI-COIKID1(21;R-R.0,L'l/:1=1051:10 MAIN C.B.•RATING:N•A.AMP5 CONT. $PIPET NCI. 6.AP.0 FAULT TYPE BREAFEP. '" "�E�``"� REVIEWED FOR CODE PANEL 1P1 CALCULATIONS POOL EQUIPMEN1 @ 100% =0.0 K.5.6.0 1,0= G.0 K.V.A. COMPLIANCE A-2 IST 10 K.V.A 04100% =12.5 K.Y.A.X .4 =!D.K.V.A.A. VILLAGE OF TEQUESTA BUILDING DEPT REM.K.V.A.@ 40% =12.814.V.A.X0.4=5.1 K.V.A. IDEAL =21,1 K.V.A. TOTAL/240=21.1 K,Y.A./240=87.9 AMPS. ELECTRONIC APPROVAL BY OF 17 SHTS Copyright 02018 YRA Design,Inc. Jose Rodriguez PX-3697 GENERAC ' ----wmmsaugumsnn Protector® QS PROTECTOR® QS SERIES Series Standby Generators Liquid-Cooled Gas Engine INCLUDES: Standby Power Rating Model RG022 (Aluminum-Gray) -22 kW 60 Hz • Two Line LCD Multilingual Digital Evolution 7M Controller (English/Spanish/ Model RG027 (Aluminum-Gray) -27 kW 60 Hz French/Portuguese) with external Model RG032 (Aluminum -Gray) - 32 kW 60 Hz g ) Model RG038 (Aluminum -Gray) - 38 kW 60 Hz viewing window for easy indication of Model RG048 (Aluminum-Gray) - 48 kW 60 Hz generator status and breaker position. • True Power1M Electrical Technology - n ( '"'19h I f t'14 0141 , t • isochronous Electronic Governor �,( �; " 3 "°i: gn • Sound Attenuated Enclosure r�-t��3 4 l I�° � .. mi �. e ri,4 R 194"y�•-.2 • Closed Coolant Recovery System r' ; 1 HH 1:Q't • Smart Battery Charger tine-tr • UV/Ozone Resistant Hoses $ ILi� • +1%Voltage Regulation • Natural Gas or LP Operation • 5 Year Limited Warrantyi3/40 ct las QUIET TEST • UL 2200 Listed LISTED - ^� Meets EPA Emission Regulations 22&27 kW are CA/MA emissions compliant 48 kW meets CA/MA emissions requirements with optional catalyst 32&38 kW not for sale in CA/MA FEATURES 0 INNOVATIVE DESIGN&PROTOTYPE TESTING are key components of 0 SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. GENERAL'S success in IMPROVING POWER BY DESIGN." But it This state of the-art power maximizing regulation system Is standard on doesn't stop there. Total commitment to component testing,reliability all Generac models. It provides optimized FAST RESPONSE to changing testing,environmental testing,destruction and life testing, plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by to applicable CSA, NEMA, EGSA, and other standards, allows you to electronically torque-matching the surge loads to the engine. Digital choose GENERAL POWER SYSTEMS with the confidence that these voltage regulation at t1%. systems will provide superior performance. 0 SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit,from the engine to the smallest electronic component. O TEST CRITERIA: ✓ PROTOTYPE TESTED ✓ NEMA MG1-22 EVALUATION 0 GENERAC TRANSFER SWITCHES. Long life and reliability are SYSTEM TORSIONAL TESTED . MOTOR STARTING ABILITY synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. REVIEWED FOR CODE GEN ERAC• iSO COMPLIANCE eoo, VILLAGE OF TEQUESTA BUILDING DEPT 2eo, ELECTRONIC APPROVAL BY Jose Rodriguez PX-3697 to i ° c RR up r 22 • 27 • 32 • 38 • 48 kW application & engineering data O GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS: 22,27,32 &38 kW tu Type Synchronous Make Generac CI H(22&27 kW)or Model in-line Rotor Insulation Class . F(32,38&48 k€hV) Cylinders 4 2 cf t1 Stator Insulation Class ' Displacement(Liters) 2.4 Telephone Interference Factor(TIF) 50` Bore(in1mm) 3.41/86.5 Alternator Output Leads 1-Phase 4 wire Stroke(i€v€nm) 3:94r'`100 I Alternator Output Leads 3-Phase 6•wire Compression Ratio 9,5:1 Bearings Sealed Rall Naturally Aspirated(22&27 W)or Coupling Flexible Disc Intake Air System Turbocharged/Aftercoofed Excitation System Direct 1 (32&38 kv11) VOLTAGE`REGULATION Lifter Type I Hydraulic Type Electronic . ENGINE SPECIFICATIONS: 48 kW Sensing Single Phase Make Generac Regulation ±1% Model V Type GOVERNOR SPECIFICATIONS Cylinders 8 Displacement(Liters) 5.4 i1 Type Electronic Bore(in)m,n) 3,55/90.2 Frequency Regulation Isochronous Stroke(tn/rmn) 4.1:7/1 .9 Steady State Regulation -F-0.25% Compression Ratio 9:1 ELECTRICAL SYSTEM Intake Air System Naturally'Aspirated Battery Charge Alternator 12 Volt 30 Amp Lifter Type Hydraulic. State Battery 2,5 Amp ENGINE LUBRICATION SYSTEM Recommended Battery Group 26(22.21,32&38 KW) Oil Pomp Type Gear or Group 24F(48 kW),525CCA - Oil Filter Type Full flow spin-on cartridge, System Voltage 12 Volts 4/3.8(22,27,32&38 kW)or GENERATOR FEATURES Crankcase Capacity(01) 6/5.7(48 kW) 1 Revolving field heavy duty generator ENGINE COOLING SYSTEM Directly connected to the engine Operating temperature rise 120"C above a 40'C ambient Type Closed Class H insulation is rated at 150''C rise at 25°C ambient Water Pump Belt driven Class.F insulation is rated at 145°C rise at 259C ambient All models fully prototyped tested 1980-22&27 kW Fan Speed(rpm) 1500-32&38 kW ENCLOSURE FEATURES 1954-48 kW Ensures protection against mother nature. Aluminum weather 18.1/459.7(22&27 ION)or protective enclosure • Electrostatically applied textured epoxy paint far added Fan Diameter(in/mm) durability. . 22/558.8(32,38&48 kW) Pusher(22&27 WV)or Enclosed critical grade Quiet,critical grade mutfier is mounted inside the unit Fan Mode (32.38&48 PullerW} muffler to prevent injuries. Small.compact.attractive Makes for an easy,eye appealing installation. FUEL SYSTEM SAE I Sound attenuated enclosure ensures quiet operation, Fuel Type Natural gas,propane vapor Carburetor Down Draft Secondary Fuel Regulator Standard I Fuel Shut Off Solenoid Standard IOperating Fuel Pressure 5-14'water column/9-26 mm HG (All ratings in accordance with K5514,1303046,1808528,SAE x1349 and_DIN6271) v. GE11 ER 22 . 27 O 32 • 38 ' 48 kW operating data GENERATOR OUTPUT VOLTAGE/kW a 60 Hz tz kW LPG Amp LPG kW Nat.Gas Amp Nat.Gas CS Size(Bofia) to 120/240 V.10 1.0 pf 22 92 22 92 100 i 96022 120/208 V,30,0.8 pl 22 76 22 76 80 120/240 V,30,0.8 pf 22 66 22 66 $0 3 o111 120/240 V,10,1.0 pf 27 113 25 104 125 98027 120/208 V.30,0,8 of 27 1 94 25 87 100 120/240 V,30,0.8 of 27 81 25 75. 9C I120/240 V,10,1.0 pf 32 133 32 133 150 , 96032 i 120/208 V,30,0.8 pf 32 111 32 1 111 125 120/240 V.30,0.8p1 32 96 32 , 96 100 i 277/480 V.30,0:8 pf 32 48 32 48 60 120/240 V,10,1.0 pi 38 158 38 158 175 120/208 V,30,0.8 p1 38 132 38 132 150 98038 120/240 V.30,0.8 pf 38 114 38 114 125 277/480 V,30,0.8 pf 38 57 I 38 57 60 12+0/240 V, 0,1.0 pf 48 200 I 48 200 200 120/208 V,30,0,8 pf 48 167 48 167 175 RGr 48 120/240 V,30,0.8 p1 48 144 48 144 150 277/480 V,30,0.8 pf 48 72 48 72 80 SURGE CAPACITY IN AMPS ENGINE FUEL CONSUMPTION Voltage Dip @<.4 pf Natural Gas Propane 15% 30% (ft3tar) _(ni3/hr) (gal/hr); (I/hr) (f13/hr 120/240 V,10 55 135 Exercise cycle 42 1.2 0.44 1.7 16 RG022 120/208 V,30 40 ' 92 (25%of rated load 100 2,8 1.1 4.2 40 120/240 V 30 35 80 R6022 1 50%of rated load 190 5.4 2.1 7.8 75 120/240 V,10 62 170 75%of rated load 255 7.2 2.8 10,5 101 RG027 120/208 V 30 70 120 100%of rated load 1 316 9 3.4 13 125 120/240 V,30 61 103 Exercise cycle 1 42 1.2 0,44 1,7 16 120/2401 10 75 180 25%of rated load 108 3.1 1.2 4.5 43 120/208 V;30 87 j 210 RG027 50%c rated load 197 5.6 ' 2,1 8.1 78 RG032 120/240 V,30 75 182 75%of rated load 287 8.2 3.1 11.8 114 277/480 V.30 36 87 100%of rated load 359 10.2 3.9 14.8 143 120/240 V 10 75 180 Exercise cycle 53 1.5 0.5 2 18 r . 90038 120/208 V 30 87 210 25%of rated load 138 3.9 1.5 5.7 d 55 120/240 V 30 75 182 RG032 50%of rated load 251 7.1 2.8 10.6 102 277/480 V,30 36 87 75%of rated load 350 9.9 3.8 14,4 138 120/240 V,10 85 195 100%of•rated load 448 12.7 4.9 18.5 178 120/208 V 30 90 218 Exercise cycle ' 53 15 0.5 2 18 R6048 120/240 V,30 78 189 j 25%of rated load 162 4.6 1.8 6.8 65 277/480 V 30 j 36 87 RG038 50%of rated load 297 8.4 3,3 12.5 120 75%of rated lead 413 11.7 4.5 17 164 100%of rated load 533 15.1 5.8 22 211 Note:Fuel pipe must be sized for full load. Exercise cycle 95 2.7 1 3.9 38 For Btu content,multiply 93/hr x 2520(LP)ar ft5/hr x 1000(NG) 25 of rated[cad 204 5.8 2.16 8.5 82 For megajoule content,multiply ms/hr x 93.15(LP)or m3/hr x 37.26(NG) 9601-8 50%of'ratedload 392 11.1 4.14 15.7 151 Refer to'Emissions Data Sheets"for maximum fuel flow for GPA and 75%of rated lead 547 15.5 5.8 22.8 220 SCAOMD permitting purposes, 100%of rated load 756 21,5 , 7:96 31,3 302 STANDBY RATING:Standby ratings apply to installations served by a reliable utility source.The standby rating is applicable to varying toads for the duration of a power outage. There is no overload capability for this rating.Ratings are in accordance with IS0-3046-1.Design and speciliea#ions are subject to change without notice. GENERAC' cc3 22 * 27 • 32 • 38 • 48 kW operating data IMONMSMISPAI011.1•111.1611M** r, ENGINE COOLING 1:71 22 kW 27 kW 32&38 kW 48 kW a_ 1 i Air How(Inkr air Including atternator arid combustion air in cfm/cnnn) 2400/68 2400/66 2100/62,3 4350/123.2 System coolant capacity(gal/liters) 2.5/9.5 2.5/9.5 2.5/9.5 3/11.4 4o111 Heat rection to coolant(BTU per hr/MJ per hr) 99,000/104.5 105.000/110.8 145,000/153 186,000/196.2 Maximum operation air temperature on radiator(°G/'F) 60/150 Maximum ambient temperature(`Ct'F) 50/140 COMBUSTION REQUIREMENTS Flow at rafed power(cfroiccrin) 68/1.9 68/1,9 106/3 163/4.6 SOUND EMISSIONS Sound output in dB(A)a:23 rt(7 in)with generator fri exercise mode61 61 58 63 Sound cutpht in oB(A)at 23 tt(7 in)with generator operating at normal load* 70 70 64 68 Sound mcxels are taken horn IN trot of ire geueralcr.Sound levals town horn eltur sides ot the Tnerator r:zy he Signer denending or:nstalialcr marine's.. EXHAUST Exhaust flow at rated output(ctmlomm) 165/41 180/5,1 300/8.5 414/11,7 Exhaust temperature at muffler outlet("CtE) 48?/900 538/1000 579/1075 55V1025 ENGINE PARAMETERS Hated Synchronous rpm 1800 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration 3%to every 10'C above 25'C or 1,65%for every 10'F above 77`F Altitude De°ation(22,27&48 kW) 1%for every 100 m above 183 m or 3%for every 1000 ft above 600 it Altitude Deration(32&38 kW) 1%for every 103 m above 915 m or 3%for every 1000 ft above 330011 CONTROLLER FEATURES 2-Line Plain Text LCD Display Simple user interface to:ease of operation. Mode Switch: Auto Automatic Start on Utility failure,7 day exerciser Of f Stops unit.Power is removed.Control and charger still operate. Manual Start with crafter control;unit stays on.If utility fails,transfer to load takes place. Programmable start delay between 10-30 seconds Standard Engine Start Sequence Cyclic cranking° 16 sec on,7 rest(90 sec maximum duration) Engine Warm-up , , , „ „ , 5 sec Engine Cool-Down 1 min Starter Lock-out. Starter cannot re-engage until 5 sec after engine has stopped. Smart Battery Charger Standard Automatic Voltage Regulation with Over and Under Voltage Proteclion, Standard Automatic Low Oil Pressure Shutdown Standard Overkpeed Shutdown Standard,72 Hz High Temperature Shutdown Standard Overcrank Protection Standard Safety Fused , • . _Standard Failure to Transfer Protecr;lor Standard Low Battery Protection Standard 50 Event Run Log , Standard Future Set Capable Exerciser Standard Internal Fault Protection Standard Common External Fault Capability , Standard Governor Failure Protection , Standard GENERAC' 0.1 a► 22 27 • 32 38 • 48 kW available accessories cl : , rich ` � k� „ r � � vdlmay; QFpS antWi CqXems' ; � A . ' �T2 u � ' '''''',;'-':0‘: ` ,3Q✓ Zt n a te1� . T L - M r s , r $ ". k.':j; , .>Viz. lt 4, 1 I Generac's Mobile Link allows you to check the status of your generator from o 006463-3 .Ivlobile LinkTM I anywhere that you have access to an Internet connection from a PC or with any I cs- smart device.You will even be notified when a change in the generator's status occurs via e-mail or text message. Note Harness Adapter Kit required_ 8 e1 ti The Harness Adapter Kit is required to make liquid-cooled units compatible with 006478-0 ... Harness Adapter Kit 1 iLink—. Mo e bI (005630-1 -22,27,32&38 kW 1 If the temperature regularly falls below 32°F(0°C), install a bold weather kit 005632-1 -48 kWCold Weather Kit to maintain optimal battery temperature. Kit consists of battery warmer with thermostat built into the wrap. _... w... _€ 0616-0-222&38N I Extreme Cold !Recommended where the temperature regularly falls below 32°F(0°C)for i 006204-0-48 kW 'Weather Kit I extended periods of time.For liquid cooled units only. i l i 005651-0 I Base Plug Kit 'Add base plugs to the base of the generator to keep out debris. If the generator enclosure is scratched or damaged, it is important to touch-up 005704-0 I Paint Kit !the paint to protect from future corrosion.The paint kit Includes the necessary i I paint to properly maintain or touch-up a generator enclosure,- 005656-0-22&27 kW I Scheduled l The Liquid-Cooled Scheduled Maintenance Kits offer all the hardware necessary 005984-0-32&38 kW 1 Maintenance Kit I to perform complete maintenance on Generac liquid-cooled generators. 006205-0-48 kW l 006664-0 iii Remote ` Completely wireless and battery powered,Generac's wireless remote monitor i z ,provides you with instant status information without ever leaving the house. 006665-0 Wireless Remote !Recommended for use with the Wireless Remote on units up to 60 kW,required Extension Harness ,for use on units 70 kW or greater. I l Smart Management Modules are used in conjunction with the Automatic 006873-0 j Smart Management I Transfer Switch to increase its power management capabilities.It provides 1 Module(50 Amps) i additional power management flexibility not found in any other power management system. s i i E-stop allows for immediate fuel shutoff and generator shutdown in the event of 006510-0 .E-Step an emergency. i ._ ,___.......6GENERAC' 42 (13 , installation layout 2 & 27 kW CY 4.1121.119013. q-' 18 Drawing#0K8624-A(1 of 2) - , . . a 0 z: o eth w 5 o . 56 .. . .0145,,.P .< w at goorci © z 0 lii i `A` W 0 0 rl" CC 31.. 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'.'"I'-'•-'-''.:2.i q , ‘-= 1 .:, • -- �� ": t f °y ty ; ----Y1--. /� ��1 = I . tt ,max-.,,,,,,t;',.:1..-_....,,,,,....,a,- R, �' I�• \ r,, . ,w4 . .. ..,, , „F.?. „,,,-‘,:R".41- , . --.. --,-,'-' -. qr 1` q s acct,'", r.,1* :4-. '. ` � 14, ' fX t j .. I ;Yc' S ',41�a F'y'',i' �s,t's+ti�"_.a v ., `. ali {t it 7t � L+a " •1 n`,tea°}: LEGAL DESCRIPTION 370 RIVERSIDE DRIVE PROPERTY SHOWN HEREON IS LOCATED IN - -----, BENCH MARK FLOOD ZONES X & AE (BASE FLOOD ELEVATION -='- 5) ---1\--souTH RicHi-OF-WAY LINIETOP NAIL & DISC c„..----- = LOT 2, BLOCK 4, RIVERSIDE ON THE LOXAHATCHEE. PER FLOOD INSURANCE RATE BRIDGE STREET plat ELEVATION 185 4,4.66 ACCORDING 0 THE PLAT THEREOF ON FILE IN THE OFFICE MAP 120228 0178 F DATED OCTOBER 5, 2018 pasted TEOUESTA DRIVE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR NOTE: ZONE AE AT EXTREME REAR OF LOT A=021748" PALM BEACH COUNTY, FLORIDA IN PLAT BOOK 9, PAGES 4 AND 5. POINT OF A----:28 46' UPLAND CONTAINING 0.756 ACRES MORE OR LESS, REMAINDER PORTION OF CURVATURE 23 ASPHALT LOT 1 FOUND IRON LOT 1 MONUMENT FOO & OAP FOUNQ PER PLAT 2799' CONCRETE (NOT FOUND) \IINYL POLE MONUMENT NORTFI LINE FENCE _ , ‘P‘IV87::::f1;/774;;;:547:C1):"1;'111 FOUND LOT 2 IRON PIPE SUMMER I / _I .,„ -,../.„..„ LO T ONE k\ (ON SIDE) KITCHEN EXTENGEEN N88•29'51"E 131. / 0 ‘,.k 0.2 -_.-.. zoo' plot 325 plot . 334.2 rneas, _L 120,22' (fleas .kiv i _ . r ,,0.4.er fo ( I\ 4. 1 ------ „pl. gc . , , , .-'---. , ., ----• _. ob 10 - '-'".. 0 2 6, V.'":/,..k.,,temPi..- 43' I. :.*Z4ea,. ,, ''';"4.40,0•4« eiatt*W.4:497.:46:411..*::•.:41?-4,1.g.t•LatoRi....A.M.P.* N. r- I.i5 I;71 88.8 1-1" '‘.911iRYE Al17 Are, c11011,..•;)/7 : 7, 4 tv_ , 18.0 ...;00----ihnnum _. .a; ELECTRIC _ 42'• - 43. *S*114 , 34.0 '414 WALKWA Y LI ILJ 4*-1- 4t.•i 0:,4 vi. ‘41.4t,* METER to GENERATOR BOX ., *0 • -5:20,41-ri ,.i. V** ....:4 A/c POOL ELECTRIC 1- k h. *a \ : ';'..•; 00 • '4. hAtr 111111 '. 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VS,' CI Vy,,. /.?•'/ 5' 298_00' plot I- ---- afI'---- Ti c`11-u-j ,0,,A vfr",,ce- 4,-F, -4. ,, ,,„.. ,..,-i 1, 7.5 / _ '/ • ....=....... t,. ...- la ,' ,................ . •...,..411 . /V p,..) ' -.Z.V.!...- Viz.:, LOT LINE le i TP 4% N88729'51 E 'k t-r4 4- t h• ,,,,,-.1 319'plat •5 43. ,, v,.,- ' ..rvr ..4 / 1._...-- FOUND goN \V WATER FXTEIADEO s MONUMENT a .8 - ,,.. 0 4 I 333.3' macs Ro & AP MITER PER PLAT cNLINK i FS) "ILLEGIBLE” (NOT FOUND) rr_NCE it=i) 0.1SOUTH 00 LEGEND: 11 , / GU Y plAlovvEUR WIRE POLE LOT 3 =I MAILBOX q = cENTtRUNE O.H.E. = OVERHEAD ELECTRIC colic = CALCULATED ------ = DRAINAGE MEASURED CONCRETE L.! 4,1pN _ ELEVATIONS coNrak- REV1SCAS. =..,,1 STEM iriAl L TF-N. 10-12-201H LYVA TEL SIUI I. 1-c-N, 1a-31-7016 c: LOCATE ENTRY CI:UM&A 11-19-19*• ...'rt kV BRICK PAVERS g..:so, --4- STONE 11LE FrAt. TE-N, U-1E-2019 A +0 SURVEYORS NOTE& ,-.• -- - ...),,Ii_rd_ ,IF - , ; ,-- ,. I. THIS SURVEY COOLIES mrii ENAPTER 5J-17. FLORIDA ADMINISTRATION COOL MAGELLAN SURVEYING & MAPPING, INC. !la Avulg._ 4e,„1_iLij .14 c .......-.1 . • , 2. NO sEARcH OF THE PUBLIC RECORDS HAS am kiAsIE ay THIS oFncE. PROFESSION& LAND SURVEYORS ...4r, ,, , m 4 3, LEGAL DESCRIPPONS SUPPLIED BY CLIENT OR OMITS AGENT. UCENSED BUSINESS - 7571 g' • '1 - -• . x, 'Ilt 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, 450 S. 010 DIXIE HIGHWAY, SUITE IC) ! 114111116 ik --z A iAlk PI, SOME ITIS SHOWN HEREIN ARE FOR GRAPHIC AND INFORMATIONAL PURPOSES ONLY. 5. VISIBLE ENCROACHMENTS. IF ANY ARE SHOWN HEREON, JUPITER, FLORIDA 3.346.9 581-748-8745 FAX 561-746-9632 E-mail InfolATI ageitansurveyIng.corn . ,,e1I _ -- ••,1114' trile/ . IL THIS SURVEY FOR CONSTRUCTION PURPOSES ONLY AND NOT INTENDED FOR ro ,.ANA. litti 1,,,•1,. t. 1 CONVEYANCE PURPOSES V9THCLIT REMISSION OF THIS SURVEYOR, igr - 7. ELEVATIONS HEREON BASED ON NORTH ALIERICAN VERTICAL DATUM (NoILV.D. ID8B) 4 ••4: 4 _ . %Ter B. NO UNDFilGROUND LITIUTIES LOCATED EXCEPT WERE SHOWN HEREON. Boundary Survey & Final Tie-In ,.......... -,,IF,ig MILI.It lig • 9, MS IS NOT 144 EMIRONMENTAI. SURVEY. _ ilkjika., t Id MINIM trMA/14,7 rira 4 1 10, THIS SURVEY DOES NOT GUARANTY OWNERSHIP OR RIPAPJAN RIGHTS I Wall ig • .. • ; ,, "v,...41-1--E - '-'"Mi - ' ' t - BEYOND MEAN HIGH WATER UNE, „,, 2 1:7.1.r if',A It. BEARMS HEREON BASED ON THE PLAT/ASSUMED/GRID BEARING ALONG THE NORTH UNE OF LOT 1 AND AU.OTHER BEARINGS ARE RELATIVE THERETO. "7e!::) PraPcred For: STEVEN W & PAMELA S. PRESLEY . ,_ .. - 12. ADDITIONS OR DELETIONS TO SURVEY TAAPS OR REPORTS BY OTHER THAN '77'1' Drawn by RES Date Of Survey Seale 1 ' 41/4441,. 'be 144,,,ipwr= , r. ,. ,. - , -.0.... .1"-1 I 114E SIGNIND PARTY OR PARTIES * PRONOTED WITHOUT MITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, ..0. , _ c S . .7., til- [ 13. FORM BOARD TIE-IN &UNDER con 'm nom 11E-.IN SURVEYINTENT IS TOwSHOW RONALD E. STOTLER Plaid AB F.13,168Pgi7 DECEMBER 16, 2019 1"= 30' - _ - SETBACK COMPUANCL OWNER AND/OR CON TOR ACCEPTSMU PROFESSIONAL SURVEYOR AND MAPPER RIM UPDATE SURVEY, 11-09-?Dir flowing Number lzai FOR PLACEMENT OF FORMBOARDS UPON RECEPT OF THIS SURVEY. CERTIFicATE NO. sow ADO SITE Ft" 1 -mm Kc ADO NEV SITE PLAN.04-03-2013 ICC ''''' , As 1 /4111ti.; , ,,6471r PLUMBING AND OTHER UTILITIES INSTALLED AT CONTRACTORS RISK. STATE OF FLORIDA TREE STARVEY. 12-2i-20/3 ADD CERTS A REVISE STE RIX 06-19-2018 AI '' )1 , _. 14. THIS SURVEY IS NOT VA1.9) WITHOUT SURVEYORS SIGNATURE &EMBOSSED SEAL WYSE sal plot o2-1,o-qoia ICC 5..... FErSk DTE KAM 0$-23-Z418 KC, I 106 cwoger MOTS. ol..31-20.15 FS0-130A140 rE-61, ta-15-21318 icc FILED: VIHag- of Tequesta VILLAGE OF TEQUESTA Date: # r PLANNING & ZONING BOARD lime: /' ....L.-1-1 NO. VAR 04-19 IN RE: Presley Family Trust,Owner_c Applicant PROPERTY LOCATION: 370 Riverside Drive,Tequesta. FL 33469 LEGAL A.L DE +CR .PTI N RIVERSIDE E THE LOXAHATCHEE IN PB 9 PGS 4& 5 PARCEL CONTROL NUMBER: 6042-40-36-04-004-0020 VARIANCE REQUESTED: Variance from Sec.78-284 to allow the installation of a privacy fence forward of the building front where the code prohibits fences from being located forward of the adjacent or nearest portion of the building front. ORDER A T L VARIANCE This cause was heard upon the application for a variance and the Tequesta Planning and Zoning Board considered the evidence presented by the Applicants and other interested persons at a hearing called and properly noticed.The Planning and Zoning Board being otherwise duly advised.. THEREUPON,THE TEQUESTA PLANNING AND ZONING G BOA FINDS AS FOLLOWS: 1, The Applicant has applied for a variance from Section 78-284, Village Code of Ordinances, 2. The subject property is located in the R-1 zoning district in the village of Tequesta. 3. Pursuant to Section 78-61, Village Code of Ordinances,this board has the authority to consider and issue variances relating to single-family properties and structures located within the .-1A and R-1 single family dwelling districts of the Village of Tequesta, 4. The Applicant submitted all documents required by the Village's Code of Ordinances for Planning and Zoning Board review and final action. 5. The application, all supporting document .and presentation materials were reviewed by the Planning and Zoning Board at a meeting on October 17, 2019, and as kept on file by the Village,`are made a part of this order and are hereby incorporated by V0i�1i419i p.2IYtt1g reference. °'"` ,Y-t % 6. Under the Village Codeof 4hAces, tfi incl. . . ' Ks ilii MOVE N ice. ;' ',ate I A TRUE AND tRRET t COPY APPEARING FROM THE RECORDS tC0RpoRAT W IN THE VILLAGE CLERK'S OFFICE VILLAGE E = OF TEQUESTA, FLORIDA AND EF EBY r, � ,, ,. AI4FIXH GFFIGIAL SEAL THIS DAY �/fyYfiYfYtEldiE(4ti\4141fx 11\ OF 1." 40111fr{ Y 20 1 71' LG tMcWILLIAMS,VILLAGE CLERK power and authority to act upon the Applicants request. IT IS THEREUPON OI IDE l ORDERED AND ADJUDGED BY THE PLANNING AND ZONING BOARD OF THE VILLAGE OF TE UE TA,FLORIDA,AS FOLLOWS: The application in case number VAR 04-19 for a variance from: I. Section 78-284, Village Code of Ordinances, to allow the installation of a privacy fence forward of the building front where the code prohibits fences from being located forward ofthe adjacent or nearest portion of the building front at the above-referenced property in the Village of Tequesta,Palm Beach County,Florida,attached to this order as Exhibit A is hereby GRANTED with the following CONDITION: 1. The Applicant shall provide documentation sufficient to demonstrate,to the satisfaction of the Village Floodplain Administrator, that this installation of the privacy fence will not adversely impact drainage toward the east(toward Riverside Drive). The Village Planning and Zoning Board finds that the Applicant has provided competent, substantial evidence that satisfy the statutory criteria at Section 78-65.Village Code of Ordinances, to be granted a variance from Section 78-284. Please note: The term Aft shall include all successors and assigns. Under Section 78-68, Village Code of Ordinances, if no time limit was specified by the Planning and Zoning Board, then this variance shall expire within six months from the date of this order unless a building permit based upon and incorporating this variance is issued within. six months from the date of the order and construction has commenced. DONE AND ORDERED on Octobeit 2019. I per.{, $y/g' j `'r� .4.} `,�} `t4}t1SS i5�F`i€StFt{tj ft!,§ (By::w,.Cf b`pJ.^V�;E 3 g,�(TR d i3D F*titi P3 $g j s�! � QA ;@.k CHAIR. By: LORI McWILLIAI NIS, &I% PRATED' VILLAGE CLERK Pagel of 2 A OF It., i VILLAGE OF TEQUESTA i' DEPARTIVIENTAL USE ONLY 4:7' N Department of Community Development : Fee Paid: intake Date: 345 Tequesta Drive Tequesta,Florida 33469 Ph:561-768-0451/Fax:561-768-0698 PROJECT#: 4°4. moo' www.tequesta.org APPLICATION FOR VARIANCE PLANNING &ZONING BOARD(Single Family) El Meeting Date: VILLAGE COUNCIL Meeting Date: PROJECT NAME: Presley Residence I PROJECT ADDRESS: 370 W. Riverside Drive Applicant Name: Pam&Steven Presley Applicant Address: 4125 34th Street North,Arlington VA 22207 561-691-9686 561691-9781 Applicant Phone No.: Fax No.: Cell Phone No.: 561-718-2096 E-mail Address: administration@hobgoodconstruction.corn Provide written approval from the property owner,if other than the applicant. Property Owner's Name: same as above Property Owner's Address: Property Owner's Phone No.: Fax No.: E-mail Address: NATURE OF VARIANCE;Code Section 78.284-Requesting a variance to put a fence in the front of the property on 370 Riverside Drive be part of an overall landscape design that will add to the neighborhood aesthetically. Length 322 ' Aluminum decorative fence 4 ' •Examples attached below SIGNATURE OF APPLICANT: 5??1.‘".4. /444-17 DATE: 7/25/19 NOTE: APPLICANT SHALL INCLUDE THE FOLLOWING ITEMS WITH THIS APPLICATION: 1) Current survey or site plan of property showing all structures and setbacks. 2) Drawings to scale of proposed improvements. 3) Variance Criteria Response—page 2 of application. 4) Any other documentation pertinent to this application. 5) List and map of all property owners within 300' radius of the outermost perimeter of subject property, obtained from PBC Property Appraisers Office.Labels of each property owner must be affixed to stamped self-adhesive envelopes with a Village of Tequesta return address label. 6) 15 Copies of all submittal documents. 7) Application Fee of: A) Single Family: $300.00 C)Multiple Family $1000.00 B) Duplex: $700.00 0)Commercial $1000.00 To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant.The fee shall be paid prior to such application being scheduled for a public hearing requiring notice. 1 JUSTIFICATION OF VARIANCE:You must provide a response to each of the following questions per Zoning Code Sec.78-65(2) a.-f. If additional space is needed,please attach extra pages to this application. If your variance request is related to the public waters of the state comprising the Loxahatchee River and the Intracoastal Waterway and all creeks, canals or waterways or tributaries connected therewith,located within the geographical boundaries of the Village,you must also address the ten criteria listed in the Sec.76-7(next page). 1, Special conditions and circumstances exist which are peculiar to the land,structure,or building involved and which are not applicable to other lands,structures or buildings in the same zoning district. 370 W Riverside has multiple neighbors and a unique beachfront entry into the Loxahatchee River that allows access to the water from multiple access points that creates a potential liability risk. 2 The special conditions and circumstances do not result from the actions of the applicant. The special condition that creates a specific security concern for 370 W Riverside has exist d for an extended period of time prior to the time the current owners have owned the property. '• . • - -*1 It^ e* ^ . t I • 41 11- * e eit• ." . fencing limiting access to the water. 3 Granting the variance requested will not confer on the applicant any special privilege that is denied by this chapter to other lands, buildings or structures in the same zoning district. If the variance is approved by the Board,we acknowledge that the variance is approved for the purpose of a fence to help secure the property and the variance is limited exclusively to 370 W Riverside. 4 Literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this chapter and would work unnecessary and undue hardship on the applicant. If the variance requested is not granted,the property owners would not be able to safely limit access to protect themselves from potential liability/risk associated with free access to the waterfront, Additionally,it not granted 370 W Riverside would also be excluded from the ability to secure the property in a manner similar to many of the neighboring houses on the water,. 5 The variance granted is the minimum variance that will make possible the reasonable use of the land,building or structure. The variance requested is the minimal amount of fencing required to protect from free and unsafe access to the beachfront entry that could potentially create unreasonable liability exposure and create a ditliculty in being able to insure the property. 6 The grant of the variance will be in harmony with the general Intent and purpose of this chapter and such variance will not be injurious to the area Involved or otherwise detrimental to the public welfare. The fence and overall landscape design plan will add to the overall beauty of the area on Riverside Onve, it will not be detrimental to public welfare in any way. 2 LEGAL DESCRIPTION :370 RIVERSIDE DRIVE PROPERTY SHOWN HEREON IS LOCATED IN _ --- _ ._ _..f _ -- -- 8ENCH MARK FLOOD ZONES X & AE (BASE FLOOD ELEVATION = S) * ,I1�,t R§ca-,;—op-;N: r i .[1; TOP NML & DISC LOT 2. BLOCK 4, RIVERSIDE ON THE LOXAHATCHEE, PER FLOOD INSURANCE RATE €+tilnc:1 STREET plot „ ileOd = 5 ACCORDING 0 THE PLAT THEREOF ON FILE IN THE OFFICE MAP 120228 0178 F DATED OCTOBER 5, 2018 ;st._teu 71 r. }RAT_ �. ` N:A.V:CI. OF THE CLERK OF THE CIRCUIT COURT IN AND FOR NOTE; ZONE AE AT EXTREME REAR OF LOT A702'1[48" PALM BEACH COUNTY, FLORIDA IN PLAT BOOK 9, PAGES 4 AND 5. F'[ IBJI at A=-28 46' UPLAND CONTAINING 0.756 ACRES MORE OR LESS. REMAIN1ER PQRrto1?1 OF 1,1,VATURE,,,-_ l r 2.3' A PHAt_1 LOT 1 PROPOSED FOUND IRON _ r I wooM7NUMENT ALo.f.tLN rfriCC R © dCAP FQJ.Pt POWERtePER PLAT PAfIN F ipic ; 2799" ,i0oI1 4�vETE r(NtT FOUND) . 1 IRON PIPE OWE §i't. 1"4om (ON SIDE) AYAr rRAcK .2,LE • PULL. \ 325'plot 1 i� F s z F j}l, 1 .a T � � > , e _0.z. :;„.-my,•29•51 E s Nut , •, • ----0-2''. f,�� , 1 0 ,� C -- I— =— ;_ � rf .: , ma : 1,y • 1141 `--� ...ter. , •T` ♦ ' ',i �, 1. y i.r , �` 1 owF w ' in - — . GUY V i A, 11t — .4h' as ff , AL1 `� -fy r _ - t h /f. RE -{ , y ti.If:-.4.--f- i 1 _ 3k.{t 1 , s x,`9 > 1 r `:, f , -._. )r ,-..7.- 1�� y f s i i Y,t} 'ATM . 4$ C t i�`1_ §•-� MEAN Iii 1 .r n F'f '-'�',`, ttt'i`�.r ,� - - 1 -1 I r 4 � . `'1 wAT� LINE • � 4 _ti CI i„ R ,W. E- > '?{ �s`:.g --+ .. r 15In .z 4; oxp ,i t ELEVATION 1 p t.7 I I .nom. ,` r5 . ei i L • 7 _ 011.1 a . �. rq t 1� O I__ W m i '2 t ,}y+ ^ t 7 • _ — 1-'l - _4 7- '. !— ' ,' ' -.-___". - riri — .- }+ �� fj r 1i_ _1 BOAT �.� A"ii^IGFZGV�`; :�' ` I�.- Al i C.,C.) Vi(?'}j} 4 '.� y �{ og I1'L;l11 c c y H �3} f IJOC1! ., Ir i 5 V L �'- �" t trh�r h a7'�L psi GATcoLuIE Ns f�. L § I1our ` --,,_14,,,./: f '�!4Y ' _ F L,s t Z- } i , d t 1 1,A(j - C{,i ,4 Y� r•yi *f +ij a = _ aiu 2 i'n ''; r9�c 4._' r" 4 \:'3§I " 1� �'- t..t`. 1, L i.'t �, _ s {§ 41, . 4t - 1 if 11:-. ... ':#.. �:. 3 '''i,. i. `ti E, ._. 3 0 U2 t.7 I }- 1.:',`..x' r . i 1 "t t - i p; E. a' ''fr _ ti i � "' PROPOSED - y ,�- „ I } • im R. , . WATER urge a ? r Ni N88t29'51"E ` pint _ , 31 k ', ` f rnECS 1'7. 1 ROD & CAp / AT`P x- �,� t r t u►�Er T . t w� 333.x; FOUND IROsN i '` ATL PER PLAT [I.,. \, '.NK 1 rF.Ncy ILLEGIBLE (NOT FOUND) F 1 M C (1-.1-7) '0,1' SOUTHGuy OWER R LEGEND. Virg \POLE I'�1D: �� m CENTERLINEM,+iL80X O,H E. = OVERHEAD ELECTRIC LC}7 3 BENCH MARK Cola - CALCULATED THIS 1$ N(:;)T AN `.,,NDE moos = MEASURED * e ELEVATIONS F i = CERTIFIED TO: THIP ARIL de DISC _ -t• 1,1, }{`\1 1 I�ar._, I _1"` . I E, I ELEVATION 4.42 i I - CONCRETE :__ PROPOSED DRAINAGE: STEVEN W. PRESLEY t PAMELA S. PRESLEY NOTE: N.A-'�.D. FIRST AMERICAN TITLE INSURANCE COMPANY THIS SURVEY PERFORMED GROUP ONE MORTGAGE, INC., ISAOA ATIMA WITHOUT BENEFIT OF TITLE. SuRtiRS NOTES: THE CLOSING CONNECTION, INC. �'+ITT�'i p� - - - , , .r/ 8 . t THIS SURVEY COMPLIES WITH CHAPTER '5J-IT. FLORIDA ADMINISTRATION CO MAGELLAN �3 4 J , J N L7 CCMAPPING, INC. - 14014i /4 0 r ;,11-..-'4. l'i�4' ' ' t �: .- 2- NO SEARCH OF INE PUBLIC RECORDS HAS BEEN MADE 91` OBS GFF10E, PROFESSIONAL LAND SURVEYORS I LEGAL OE'SCRIRTIGNS SUPPLIED BY CLIENT OR CUM'S AGENT. LI_ CR,13 DIXIE ESS - 7571 d' '= �s. 4. MiRT7Et1 OI►IENSIONS UNE PRECEO£tiGE OVER SCALED DILENi�ktS, 450 T # A t- } r SOME [TE1t5 51ICMII HEAEIH ARE Fait GRAPHIC AND INFORMATIONAL PURPOSES OILY. JUPITER, FLORIDA 33- SUITE l t# OSCE I OA TS,. W ANY ARES N SON, '� a ■. "--• !r �� !L. THIS SURVEY FOR COQ PURP0 S ONLY ANO NOT INTENDED FOR 3T-7 ;-87#§ FAX 56i-745—'9 Z E-mail atft)OmagdtAnsssrvey�st,c+�r++ E ;. a.�■r .,-y�3 - � "}fw 7. CONt4EYAi�bCE � UNCUT PEiiUSSIGN OF 71fS SURVEYOR. ]NOUNIE G OUND111 0Ii NORTH A t<ANI RE SPILL DATLRI (N,A V,O. 14aQ) E ol��td �V A.V Plan � I��I• . -. lits) a, NO UNDERGROUND UTILITIES LOCATED EXCEPT MERE 9iliwN HEREON. ;w 1111161. , A r ` latll i III 10. THIS iSURVEY DOES NOT TANTY OWNERSHIP OR RIPARIAN MOOTS mem " +r:' " 1 u \ 'I BEYOND MEAN HIGH WATER UNC rt.:IL PreparedFar: �/��+L� t.. i I a t. II£A#tlN.t"S HEREON BASED AN THE PLAT/ASSUMED/GA1D BARING ALONG THE STEVEN W. PAMELA . PRESLEY ;:n rst NORTH LINE OF LOT 1 AND ALL O114ER BEARINGS ARE RELAW! THERETO, f s ' I 1z games aR DELETIONS TO SURVEY IMPS OR REPORTS BY OTHER THAN le • , T DC StGT§llNW ;Mitre CR PATTIES IS PROMOTED INUIT TOTTEN CONSENT Drawn by RES Date Of Survey Sole a OF THE SIGNING PARTY OR PARDE5. ti! 30' FORM BOARD 11E-84 a UNDER CONS7RUCRONe TE-RI SURV$YS NiTENT IS TO SNOW RONALD >. STOV.. Field TF F.B.X52 Pg 9 t _ 11 OCTOBER1 , 2018 "� ft 3 e SETBAat LIANI omit AND/OR CONTRACTOR ACCEPTS RESPGASOIITY PROFESSIONAL SURVEYQ' AND MAPPER ' t r FOR bLAC EN? OF FDRI48DAT }Si UPON RECIPT Of THIS 1SEF. CERTIFICATE /ill. 028 Aaa 177E AAA. I •H.-71713 .WaG MFv ori PiroAlt LAN. y.. .1 4n a€' G /6 1 t PLUMBING AND OTHER UTILITIES INSTALLED AT CCNTRACTORS ROI_ STATE OF FLORIDA TREE SLPV1/ 12-7i.7GIS aim 4 sc :r PLAN. t38-Ig-20itt 15-106 i 14, THIS SURVEY IS NOT VALET VATHOUT SURVEYORS =NATURE# SEAL ttv6L WE T.I Ci 14-?G18 Kc ,, tir 69-7I-7Q1e -7-f; �7 1 VV t�1A C[RT�, 63-]In-9tli8 vt 3fil tFl le• dtn int: N p �! KAYAK RACK ~ M O r\` N88°29'S1•'E 325'(PLAT) 334.2'(MEASURED)TO MHWL Dw s EXISTING VEGETATION TO `\ '�� _ .6 \ 5 MNL EQUIPMENT SETBACK F� REMAIN;BEE LANDSCAPE PIAN S ' - - *•/ ce `O V MEAN HIGH \\ i _ _ _ _ _,� .t N a Imo,°-a a WATER LINE `\ — �GRAvet wlTH wD (.1) L" `\\�!• \\ sono PAVERS 1) ;1 D•=". BEACH \ `j (f)"0 a ID \ a V W W \ ® q/ j L' ` �`' , n J \ APPROX. OUTDOOR "' y O� OF BANK \ LIVING tom, a "P. • Z.Yr o \\ REP SEj G \ DECK U-B' a I FOOTER DETAIL NTS 93� \ \\I \\ I.T-I0' I I I 1 ■ I B' A' COLUMN TO MATCH ARCHITECTURE - \ f4' IVa DRAWINGS BR OTHERS) 8' - -- ,----� �• (n \ S N SHELF POOL I O o \\ TO - I (s.Pool COMM.,.,. �- 26 I I FINISH GRADE ll■ ■ FINISH GRADE \ E° \ 34 6 1 - PATIOS ll . �l� \\ \ SYN 1.TIC 1 VERS'RF IT T•I' I• I I_g IL■I W \\ \ DECORATIVE STONE OR DECK 'J 2 10"HOOK 'L a SIMILAR SET ON Ii 1 I-6 r— . 1 -•••••• I COMPACTED SUB SASE 3. PLANTER "" •J• `' BOTHDIRECTIONS/L3,000FOOTER ,Na 5RERAN IW 6° C. EXISTING DOCK - - L_ •' ..•`••• PSI P P MIX) •— •� - ■ 4-6. I_ NOTE:PROVIDE i' -' n' L t kat..&WATER I I MASTER �✓ .Cr) TO DOCK PATIO I ^\ TT (vLod) LANAI Digitally signed by Lance Lilly N W V Lance LIIIyDN:cn=Lance Lilly,o, > E-•L ou=Community Development, Cl.) O 0 email Ililly@tequesta.org,r=US E ct o AQUATIC PRESERVE II T°•TMAN M,ANTBRI,LD 4- . r Date:2019.10.2914:17:50-0400 BB 320,PAGE 193 _ 0 0 ORB 1860,PAGE 806 ZONING APPROVAL w - BY:LANCE LILLY •1 , 0 I— ///�� `__ .—_• N88°29'51"E 319• PLAT •333.3'!MEASURED •TOMHV/ -�" -tE.En,GRza'=wan, V/ (9) a ...he '.e Feacaa"oal SIS ant VAR 0.15.The felkmag approval coes tut the kMe-,F, LaMssce nill to re iaree uncle,a swazm pennuapw=atArt 0 SITE DATA BLACK DECORATIVEIM FENCES GATE TO MEETEET ALL AtL LOT AREA 32,234 s.f. APPLICABLE BUILDING,HEALTH& PAVER WALKWAY FOOTPRINT O: RES.: 22.6% 7,28091s.f. • • . CODES..: �- •—• •—• •—• DRIVEWAY: FOOL AND DECK:2,111 SF ,� , , - _ I j 5'MIN.EQUIPMENT SETBACK \ WALKWAYS&PATIO:768 SF ___ \ __ - GENERATOR:S2SF GRAVEL WITH WEED FABRIC----•••• ----0..-1. --- *--- --------- A/CPAD SOUTH SIDE:I8SF --- �-GRAVEL WITH WEED FABRIC -U-1 • 1 1 ,+pi f��t PJC PAD NORTH SIDE:64 SF — ---�+ it. \ POOL EQUIP AND A/C:706E • I \ ` INSTALL PERL%A,L WALK AS p 1 ,Fi-..12, T ENTRY COLUMNS:8 SF ^Y [ ' PER LOCAL BUILDING ,Tt ey,%$� •• \ �• REQUIREMENFS iI♦l.L,3y LA611711p C1.T.. GENERATOR UNDER , S; �j:+� LANDSCAPE/OPEN SPACE: 56.0% 18,037 a.f. SEPARATE PERMIT \ ♦ 1 - : \ , ..... **t a :211.2: J.=_ GARAGE NL`i csrJ` 1 \ \ ' `N r LI 11 4'BLA KDECR E 2 • \ I i u r ALU NLIM FENCE TO D MEET APPLICABLE \ _ r„ •�. BDkC�NG HEALTH& • \ J IL_\ _^ 5 EYCODES \\ • Hardscape 7g nnR \ \ 73 I a6T RFS RT WI \ la4'----- \ RT 6'SYNTHETICTURFSTRIPs \\ \\ I 2. Plan • 1` '♦J( �.': 4USVNTIETI "4/ \ QPROPOSED ONE e a 4X uRFSTRKs6 \\ o• STORY RESIDENCE — —— �y., — — = s-6 \ 25-\\'3K (n11 ti \ q)I PATIO ..0,2*, i 'EA' FROM I■ DEC. 5T0 E Li] li F,LTH SSE ON \ •-- \ ill3' PL:TER 1 ' 6 C KB•.ERT M ourruNE OTER \F L /� 41 • 4. \ 15•-11'r. U0•-8' INSTALL CURB CUT A'•I ' '♦.�♦•. VEWAY 23 1 4i\ PER LOCAL BUILDIN OCAL5 3 02 -I20` II m -.. 8'ENTRY 6'ENTRY \ S � 16' CODES - 1 v1ASTER °-- ' s•� ca1JMNs care al♦,_ 6'SYNTHEDC LANAI c_o -_ MASTER 3'_g• \_.. 8, TURF Tel ac \ ID\I• TGLA,DMS LANAI PL CALL BOK DESIGNED .___ 6. 6c Illi \ 4. DRAWN TGLA,DMS Q 4''BLACK DRVVRAnvE ri - 6\___k.l \ APPROVED DMS NOTE: ALL GRADING AND a �` 1p co m ALUMINUM FENCE TO \ \ DATE sn320199 p - 3 T�co W MEET ALL APPLICABLE DATE REVISIONS 8/5/2079 "�•�s�' y BUILDING HEALTH& \ \ VS- 5/14/2D19 SAFETY CODES _ DRAINAGE BY OTHERS — �� e1sZD1s 7-6' 11, 9/5/2019 5'MW.EQUI EQUIPMENT SETBACK \ 10/4/2019 • • _ •._• — • •—• N •—•—. I= I= _ � , 0/22/2019 SUMIpF!( _AT 333.3' MEASURED TO MHWL lazzrzOta _C ,f9 BLACK DECORATIVE ALUMINUM 3T-6' FENCE S GATE TO MEET ALL INSTALL SIDEWALK AS APPLICABLE BUILDING,HEALTH& PER LOCAL BUILDING fal.1'1r-i.1•14�5 144,,,PtjX 15 CR 11.F.' • SAFETY CODES REQUIREMENTS YA41P4 4+1gI 17Octhl SHEET hpl SF 1LM cC.> Pcn1os•sa 401 NO. of KAYAK RACK *NOTE: REVISED LANDSCAPE PLAN UTILIZES THE PREVIOUSLY O-- °E8. E 2 \ N8o//_951"E 325(PLAT) 3"s42'sh.eASUEED TO i';"1-;4'L �v V o ou Fl r- +.-t.'!�--tom__. - , - inn - COMPLETED SET OF PLANS BY TONY GRIMALDI LANDSCAPE \��// o EXISTING VEGETATION TO_\ -�' REMAIN;SEE LANDSCAPE PIAN \ + 5 MIN EQUIPMENT SETBACK S B U MEAN HIGH \`, ` _-- T-�' -�L- - _ • ARCHITECTURE. HARDSCAPE REVISIONS TO THE PREVIOUSLY s °WATER LINE--; \_ - A _ APPROVED PLANS HAVE BEEN CLOUDED. 04' �/. a o c E \ _ , - N' ,..---GRAVEL WITH WEI y/ W b B \` \ PAVERS O �' i I D.I�N y C \ ax 0-.., I to amin'N I J Ow pyoA\ s \\ , �.� ; a d \ m� n II \\\ APF BANK TOP OUTDOOR i ASO + 8 °' �� \ LIVING II F N°' 3 R45 " I 3 Q 3 \ \ G N Q 0 0 �y 0y 25�t;.GK 6 6 3'-4" BLAMER i, o,� 0' \ , DECK FOOTER DETAIL NTS T 10 G \\ \\ �� 19 s' g _ COLUMN TO MATCH ARCHITECTURE t \ \ SUN SHELF r i II o o /" \ EMI.MANGROVE \ 4 10P-4' (SEEP O O L 16. to-a'POOL COBSTIBUCTON p ® ' n' ao au�ax�uxwsruaeeo \- --...__ .--_-- 34 6 1 -.-_ -----6aa ---BY xERs) I'�- FINISH GRADE a FINISH GRADE W \\ DECORATIVE STONE OR •ATIO ii I ° U \ \ --- SIMILAR SET ON \ , \\ ` 25-4' - COMPACTED SUB BASE 16' I� ^, pl I 4,- \1 \\ 9' DECK e �• 10'HOOK 6. 3' names �•,, - CONC.FOOTER W/,N0,5 REBAR p 6" C. 0 EXISTING DOCK - r --- _��_—� ••- BOTH DIRECTIONS(3,000 PBI PUMP MIX) 1/ Tom, ._— ; l _.... q•_g•. —.. •� N •O NOTE:PROVIDE I " •__-- ELTC:&WATER TO DOCK MASTER 1— (m.I). PATIO �E LANAI L 0 o AQUATIC PRESERVE i ,,,,==:,. ❑ r ORB 320,PAGE 193 ORB 1860,PAGE 606 7 N138°2:5P•E 319 ,PLAT) 333.3'(I3EASUPED)TO MI V/ CY) SITE DATA U BLACK DECORATIVE ALUMINUM FENCE S.GATE TO MEET ALL PAVER WALKWAY LOT AREA 32,234 s.E APPLICABLE BUILDING,HEALTH& FOOTPRINT OF RES. 22,6% 7,280 s.f. PAVER WALKWAY SAFETY coDEs HARDSCAPE 21.4% 6917s.f. . • . .II.— • . • •—• • • "."---•—• - • •—• • ,s. .—. . . . .— .—. . —. — 6-3,91 1 `� DRIVEWAY 3,858 SF , ,. 1 '' POOL AND DECK 2,1115E I� ..... 3 g 5141N EQUIPMENT SETBACK \ WALKWAYS B PATIO:758 SF - -- -- - - --- \ GENERATOR 32 SF , -GRAVEL WITH WEED FABRIC--•" "—GRAVEL WITH WEED FABRIC I yr —.— - FVC PAD SOUTH SIDE:16 SF -- - NCPAD NORTH SIDE:645� —,-�- — �_ I— , \ , ', 'C��r t r�� / ( '. POOL EQUIPANDNC:70 SF - i \ `\\\\ INSTALL SIDEWALK AS `y+`%4 N} £YY ENTRY COLUMNS:B SF - - - "' "11'11 PER LOCM BUILDING C \ ,• ` REQUIREMENTS \{-S�;LAGl6}RE`'Z.%:'.1., '.jS \ \ GENERATOR r R \ LANDSCAPE/OPEN SPACE: 56.0% 18,037 s.t U B - > SEPARATE P IT \ , � ji 1 :':` GARAGE \\ •\\ \ i Iss2' •�+. \ \ ' '+ .I ten_. ` 4'BIA'DK DECORATIV • , \ , i ` - ALU UM FENCE TO " 1.APPLICABLE _ MEET rvG HEALTH& \r ' -�� c c )------- euILW FEn coDEs , \ 1 —.•— . \ ` \ Hardscape \ \ 70 Plan "T/ \7 11 L 6' ❑ I,. 0 � _ \ \\ % \ \ In..,MI I9 6 _... 3 . - \\ \\ \\ \ V= lo•4• ---A '_PROPOSED ONE STORY RESIDENCE — -- A-1 — — — — —— — ,s• \ ,11 K — DECORATIVESIMLLARSfTCNE OR PATIO I I \ 02:c5s-(11'ec E il MOTORCOURT AREA COMPACTED SUB BASE n , 1 W-10`To' ❑�" DECORATIVE PAVERS OR STONE _ 2\21-------4% \, 1 G 1L3y SET ON 6'COMPACTEDil \ UK� aSHELLROCK BASE /'•�T \\, \ 3r I I{ 3858 S-F. \R ' \ 'u 30'-8' �-2. / OUTUNE \ INSTALL CURB CUT A SCALE:3/32 =IDRIVEWAYPER LOCAL BUILDING l75ENTRY \ , CODES N rJ IDS 2DWASTER1COLUMNS \16. _0LANAI =__ MASTER 6'ENTRY. \�"LANAI CALL BOX��VE'Y - \ DESIGNED__ TGLA,DMS DRAWN TGLA,DMSiD Q 4'BIACK DECORS lb ALUMINUM FENCr \ \ APPROVEDDMS NOTE:ALL GRADING AND =,--....- —.If - 0 w MEET ALLAPPLC \ I \ DATE_.. sn3rzo,9 y BUILDING HEALTH& \ \ , ` REVISIONS ..... 8/5/2019 DRAINAGE BY OTHERS ----26 �l SAFETY CODES 6'-8' \ s,4ao,9 8/16/2019 .—. J .—. \ — 9/5/2019 • ,L -r-: AT) 333.3'ZMEASURED TO MHWL �� — ... -- --- - •• \\ --VI:- BLACK DECORATIVE ALUMINUM -_ 3T-fi'--- \ FENCE&GATE TO MEET ALL \ .i'H''::;-A'A'n-.',.r,-;1-,K1 I .+r L/;;,+;,' APPLICABLE BUILDING,HEALTH& INSTALL SIDEWALK AS \ SAFETY CODES PER LOCAL BUILDING t 1�,.-:j'1 -4,.f REQUIREMENTS \ SHEET hpl OF 1 NV *NOTE: REVISED LANDSCAPE PLAN UTILIZES THE PREVIOUSLY O a E 8 `\ KAYAK RACK I 0�o U M- 0 ��1_r.. . ;. s E 32E COMPLETED SET OF PLANS BY TONY GRIMALDI LANDSCAPE •,/ o E 0 . •\®�T�®•®�®j .1 __, r YO17•O0•i�IOO ti70O ll i p rn o SEAGRAPE TO TIM`, ��/��®®�� Iii �� , ARCHITECTURE. HARDSCAPE REVISIONS TO THE PREVIOUSLY CD++ & s�'- REMAP{SELECTIVELY RRLN AJf�•",.r�.,� I - -�� ,y O BACK TO OPEN VIEWS \ \•-��' ,►"'�,��r �. 6+ wva WITH E APPROVED PLANS HAVE BEEN CLOUDED. N a ° • =CIFAN AND GRUB�r r 1 PAVERS • �\-_ � •ft•:Ire.,., _ _ PLANT LIST N 1TNGAREAAND xo - (] -OMEAN HIGH \ I,.H, INSTALLCLEAN BEACH f +^ � itrD VDD talaAltiR11� r nw... ss C•WATER LINE--` SAND AS NEEDED t$4 - .- Z °\ eE.n `� i II ®%11' � `�, I DIV t ka.wr r■ TN... Ire L LT1 _ AS ( n nth!II PALI% W m TI o ` *i744' o u[• On rt:,..ra>!.gr+tan t»A,.»I tetr I+,r.1.— Ah _ V / a , \ ® .;•amu. "� O -I ESPALIER TO WALL tit I 7 fY P..Ir'pnj irc 9rrr�.y a.pei•t IN AI e m ` AI ®( WITH STAINLESS RI 7 t2 w t.fn try- SIC M. '�' `' +�..,tr H STEEL HARDWARE ' - Cr.'m `, OFAPPROX.BANK TOP .. 1t 111103 LAWN O LAWN OUTDOOR ) 7.1.1: t t n,t. I.gr Ne• r 4,.r__p.n>�ia ,-- _... s ' j (�.n ' , OF BANK - ` I` G �► v LIVING ® n[ s r 3, iw r... wran..•�L_[L. i.s•,rtr L.!!'yr.. OA vi N `, • 1 1 - -' / ® A IN LO\ n" S -wt�,a'S .r9'r _�. - 11 ■�S CN -- r'5---- w m F C.4 YF°•`9.' sr:o-c c.a.y s.e.a 3 s L r "}. 0 N o \ teat • ` ` I'I ©DECO aG � , ah \ ! I \�� I . POTS HAI 4 hey'RAW..tr a _ 6v� 1,..';'.Ara..t AS \ ` t" \ �. - -vl � 1 1111 1 i1Lq�11ur6T ir�rrv-. tY t _ - A t�r Al 0 0 LOXAHATCHEE RIVER \ •• SO.. DECK ___ e —_ 1"0'...1-1 .'n_!..•,*,'"' As,', \\ REP `� .___ ,. I .S5O -_�4FLI"511 __.— �3 bop t«tR — --• LY1471mt�ti L'1[qGt.At9+li a ___. AS NORTH FORK) 1 AS - AQUATIC PRESERVE \ �` • 16 1 T*wt.**[r+,U[. OI,Tr•61Nr 1nf IU.f'owls17 _ AS ORB 320,PAGE 193 ` \ T.. 1 141mA.e.ma Fold Is.scs saw i'Os,. IR 4N' AS ORB 1860,PAGE 806 \ `\ I YAJ 4 mow swifts IDOM41✓.JhTK 1lMAp3..`h sttn,M. If O4.trNr AS ♦ \ SUN BHELF POOL O LCD Ili- 0 0 • IoM NeBo \ HE avoa OL . 1 1' stmas•OMOIKCODI\■ I� tl TO REMAIN RNoeT.ero %. LAWN MAW..BY ONUS)HR.s> ATIO i A(M Sr A7prtya ds WrrK7'NrTa i IerADFain 3t.[t1 Li r i `\ ` 1‘\ Al t Ara+.er:a m,Ka• tw.rtr t•.Y<tu MitIm AS ♦ CD X� SO 4 Atm/44U ssc.r. Nowa b e•tis It's HY AS • `�\' I ■N 1 IXa`eennlWLn.' Ir*4% Rug VI.,Wlta 4'L„radar lo Id Nth t4rtra ra.'hWel.s. It \ ` %\ R+;x Mra'AeA __., ■u.uy�♦E r ! 1/ !r --- .ct CD- 1 DECK LK I r o,rtr. gat:f ^Srtalu/qd 41 d\itfoos` s6 0__, Q _ • '- 1' T' 'l\ b6 3i o,W TM, ra_gent _ _Santa:&a,a A tst[:AE t..tr 3e GC — I'i I I i'I i iG I I i I II ` 1 • I `4@ •r' 1Df.4v'�'•' -L.—� m ]7 dri ro �4 A Lar t•r as -__TDA`Jt V ��I��i �I `� fiM it �I �' I�i�,�l SII = m — III,IIIIllliIlI:I,i �i IIS IIi III —=-- — ,..� _ II IXi 7 aM noct 1 Y'1 1 N AG ■ cp -xi CNM x f • Cma -. .O �-�I ■ �• rECORATIVE I �// lJ NOTE:PROVIDE 1 ;..,_ CJ � _� �t.i. ~yr. S A Ra - .-..yGyYOrr Pn�Str C�a, l�.'l� 14... _ _ It S LL w • EIEC-d WATER 1 ' ESP�L R TO WALL ...JR 1 eN 1�MY _ - - 1 iA iA- N.Ot.,_ L .. ■ TO DOCK PATIO WI TAINLESS `-_. .Y_®__�_ _.SDba Ilk__ A _ _ `_-- \ EXSTMIG AVOCADO\ , -• .p• b) Np e4 P41MTf MRr05,.pi • 11,24'.IF 74'GC I (VLOJ). / TREE TO REMAIN LAWN STEED ARDWARE -- - > 1 ) 1 N P{' 17 11x.T•x.T+t•cN•'. II,aD...q Orr 1fl 17•Lr` }4'OS W -VI \ Q LH ii iNajS+M.+tM Syte.■a,4 _ _ _21.Ir.II' It'OC I \ o _ j �[l II iru•aro.ir-.ea s+epTa F.+ra a,or.11. Tp.T7•.:.' na•crCD 0 0 ■ To e[r un'osiwWuo , R• LI hySW(N Ng*o Wo. 9V+D•f*b trf4t i$g M 38. 6I AS ' Is_ ) : --41111111- r i sr, — — — ®. SA 120 1•t�Ttul[4•Tr.*T•au18vrs 11(1 WNrvr It/. Sp t t7•,ful MS 11'CC >••T- rNpXtYt'aN•Y.lrl 5rar•r FI7fUYhr ILLI AM•r4'. 30'GC W - ' _ _ LTH FD'• }t/lh d•r„!n/LRF.W 4A'[7M1 0 ■ '\ - •LL PLA WRtVa prµ•CL■♦AYnutrwnura of Nt:li6ir T Ci��e, _ ., ,v�. ., .�,. .,AAA �.GIN �.r�nl[�r� . . . . .. . .; t.., WY. Cl) oN II C,,- ••—.. • - .— 1■ " ■ • e•'• ■--• • IA ■r —llir . ''';'40IaWR•tT,r<Li•ugfiut`ralP�roj a nerEz♦L IS I - AQa ® IaAly ET MI•1111 NV to-smut rsr.sis 99Dy V/ ® l- 4.41E, ,C,_3 2 RAISED UR LANDSCAPE TIMBERS `7 SITEDATA FOR VEGETABLE GARDEN OR SIMILAR SERATOPERMIT UNDER LOT AREA: 32,234 al SEPARATE PERMIT FOOTPRINT OF RES.: 226% 7,280 s.f. /'� Am. GRAVEL 88TH WEED FABRIC m Mk 41Q, m m HARDSCAPE: 21.4% 6,977 s.f. I 0 �� ,0 v ® �`� DRIVEWAY:3,858SF (PLAT)33G (MEASURED)TG PAE:WI I T-6' - ��4�` POOL AND DECK:2,111 SF ■.■ �(�)�� y��,:�� r v.!__,aaa,,,y�__� __-__ _ _y_.!f _ __ • +` r WALKWAYS B PATIO:758 SF \44-4) 4:1-0Olatiou�4sc-rL ■ ■ bouttf �iifrt' �� 0lloO�Oiv01�1/001,13 ilrall•>. ' Glielt p'4�Q�O C'IIP''/ 60 • , I I!{ GENERATOR:32SE J - - 11.� * u �`,1/O�OOyO�O'O�a"O�G_Da [ NC PAD SOUTH SIDE:I6 SF r�� __ _ g - - �i ` ,._' ® �� ,,:a ®'40.42/1,40.L-Alt, ARC PAD NORTH SIDE:64 SF --■/ --/ GRAVEL-YJITII WEED Fk:• M- \ � PM / i�4� S•'+, SIDEWALK - NC PAD NORTH NC:TD SF a rr ... ..a p.�w +' r� P � ( • 11' y .°41eI ENTRY COLUMNS:8 SF �--- l' -- ,... - J B �, � �AS .� Ailik H 1V•'. > —� ,---- PAVER WALKWAT� — '4 -- \` �`x(10 © EX WORK TREE 4 4;'- - �� LANDSCAPE/OPEN SPACE: 56.0% 18,037 s.I • TR / , \ 9 (N TO•MAW t �= t y{ I15 1 i4. "` f\\ti I a�,.ti� ■LAWN ♦"'•.�[Aide/1M �,. ®� ��> .iOJAOj \ I L'\ �. 4 B•CK DECORATIVE T.i`. .m !]., R y�p\�� ■ ALUM UM FENCE TO Ik< ` LANDSCAPE DATA t� l�� er �`st N.�t GARDENSHED L �( ` `� �, MEET ALL APPLICABLE •' t ?{ q IITAIT, S ,a, WILDING HEALIG& ESPALIER TO WALL " t_,{�---�1 'tom i1 /'�e , yj' ES TREE CALLS. WITH STAINLESS GARAGE �7 y ��j` ,;; '�,�\ 112. ,l ��i\ oD �L • I.A '` j u MEL A /" LOT AREA 32,234/2500 NI.'12.8 trees required a STEEL HARDWARE --- IIILIV "'-- I `© � � �m " I •��O'�A,�L 'OOve Oak Trees 18x77= 3trees m II _ ..I a•�,t : �t PINE///---EXISTING '1 LAWN __„mit. 3 a�•�i- 1�.'. `trt 1 Existing Avocado Tree 20'%2D'= 1 tree ® _--- — ” v �l REMAIN ` �;7i�t �' `, mIN LOW ---_L� - 1 Royal g Avocad Tree 16'oa. 1 tree �Y DECORATIVE t„ o 'liq.', 7 e �� ° + ' m '7 Esglesrn Holly Trees 16'o.a. 7 trees - POTS F=+ �® �� ,�y} Q .3 Sabel Palms= itree _- ,I • r �, ® 1•4'?; ,• 0' j%' Ili , 6013`7' ? LAWN �% Landscape • 13 hells provided , _r" PATHUGHi TYPICAL11 ` `'• �/ m Q •dene,ea native species --- '� _ u ,,9� � / ar'� 1 \• •% mili OLDS - v Cn Plan NATIVE CALCS. I <1 X"OINK'` • _ r {�y� • W mfg �� 1� 9 total number of shrubs 1,012 - ��- �— 0 .*1O � D 70 total number of nave shrubs 508/50% �' _ 7• �-`rIii L. total number of trees 13 - torinUmberofnIhvetreea tone% L.--------------,_ _ PROPOSED ONE „ ___ DRIVEWAY �0 ' i. rrl total number of palms 33 ;- STORY RESIDENCES - _-� Y oiv tort number of native palms 17/52% PATIO I lAA,400.....,,,,,:tL j MOTOR COURT AREAtolfp , r /�UP' TYPICAL rvr © it-c'�Ol \ m LANDSCAPE LIGHTING LEGEND K • '. 0 11..E3+��i, .j< p lair ; 0,4.t;,'--•94,1001, ® • . II' 'It LED UP LIGHT MARINER SLX16-16 �4 -♦ � o Iii / �� \ • AURORA LIGHT;MARINER SLX16, L .+• �'4, GATESADECORATIVE COLUMNS, DRIVEWAY \ • SCALE:3/32"=1' WITH GROUND STAKE,STORM DRAIN SHROUD&FR18 RISER ® IN LOW � � BRONZE LIVING PATINA COLOR t•� ®DECORATIVE .�': LAWN (DESIGNED By OTHERS) \ 0 5 10 20 I II ii-.- _ v CALL BOX S LER TO WALL I �� 0 ' °` \ ■ — LED PATH LIGHT-12 WI STAINLESS ��t•L�� 6 Vir/fiflAglk \ ��"� • —AURORA LIGHT;SONOMA LDM250, STEF,jt ARDWARE ___ � I ♦♦1��+•P- v ® V' INGROUND,360° h ___, .121•41k ° V� , ® `[•] 0 r -. �` DESIGNED_ TGLA,DMS BRONZE LIVING PATINA COLOR 'I-0 ------' I, 4,1j` ' ®v iPflL�, Iy ] DRAWN TGA DMS �� 'S+IP .[fir__ 4l*i�`■ \ ♦ APPROVED ry— ' •�/� .'} �"'1 \ LAWN♦ DALE__ 8/5/2019 NOTE:ALL GRADING AND " - � � r �` AW-� r� ' A+,ii. irt0 \ ` BDEY REVISIONS atazDla 0 L. �` ' '". '' �'7Aj• 'HCl A6' .. 8/16/2019 DRAINAGE BY OTHERS `'.— "` • S�L►•„It�1Y� * a "�_ /1 i -"`'�► –_,..-:„.„.,:_,,,4�/5j� X '��' \ • s/sr2ot9 h� $r.=v.Poiv k-- vr.---v—io.-v--` a qt r 4Y—Lr -inrfitriA,47;1 146.0 v 'i r: -... , �� J�� Ate ' �"r rwi=vlww�'•.. .Le;'4-A,4r4-4'r-�-ir- :1.4 _, •,043:�..r,4�!t��,�- -.er'nv„-i`-.13 Rri 4 . �g•3, • i.etir'i■ ■ "�•�%'��.r7 ' el 000\S�Oe.,b0440'.00040 0VWC/110 o trel �WeTti DVINKAY000 1 00000d00ta i I ♦• 4L �r' TA?4,0 + . ;;,�Q ��.`�.... � ♦:' .�� 0 ��ii�l�O9►O�:�';�I�PSI�i01(�IOE 0070/ 00017 LAw SunSh�e�i 11� .� ': • � ?'�' '`�,ef � tel/- Nur ` - ..�A L i•. --- \ PGRAVEL WITH WEE•FAB'! ��' Apliiiiiiiiit.VO,v404.0"ViPierlitr V. _ kfIlL kM., in RIM o v VS- ' 'TRACK DECORATIVE ALUMINUM FENCE TO MEET ALL APPLICABLE BONDING HEALTH S SAFETY CODES SHEET I p 1 OF 2 D.E -� E(D.2 o0 3 L-'V }+ K '6 1,-3- g PLACE TOP OF ROOT BALL 2'ABOVE FINISHED GRADE LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS (cont.) (D N a D ' -------FORM SAUCER WITH 3'CONTINUOUS EARTHEN RIM 1.GENERAL LANDSCAPE REQUIREMENTS 2.PLANTING TREES Q ; N AROUND PLANTING HOLE 0 ;43'v r�; �+r l�� LANDSCAPE CONTRACT WORK INCLUDES,BUT IS NOT LIMITED TO,SOIL PREPARATION,FINE OR FINISH GRADING,FURNISHING EXCAVATE PIT AS PER PLANTING DETAILS.COMPACT LAYER OF TOPSOIL IN PIT WITH A SLIGHTLY DISHED GRADE TO CENTER. I "It/-17 _ AND INSTALLING PLANT MATERIAL WATERING.STAKING,GUYING AND MULCHING. ��N Q M 0 y 1 �� BACKFILL AROUND BALL WITH TOPSOIL AND SLIGHTLY COMPACT,WATER THOROUGHLY AS LAYERS ARE PLACED TO RUMINATE cp w y N BACK FILL PLANT SIZE AND QUALITY VOIDS AND AIR POCKETS.BUILD A 6'HIGH BERM OF TOPSOIL BEYOND EDGE OF EXCAVATION.APPLY 3'(AFTER SETTLEMENT) Z PLANTING MIX.EL MIINATE AIR POCKETSANDARD OF MULCH. Q > pT TREES,PALMS,SHRUBS,GROUNDCOVERS: > m. OS PRUNE TREE TO REMOVE DAMAGED BRANCHES.IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE.DO NOT REMOVE MORE 0 2 - ''il't'lvm ,, PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS,NOMENCLATURE SHALL CONFORM TO ` + O Ur R' - gg _ PLANTING PIT DEPTH SHALL BE 4'-6'GREATER THAN THAN 15%OF BRANCHES.DO NOT PRUNE RACK TERMINAL LEADER. + m 1 '� 4 I I ROOT BALL PLANTING PIT WIDTH SHALL BE TWICE STANDARD PLANT NAMES,1942 EDITION.ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS O m N III f !. — FOR NURSERY PLANTS PARTS I K IL LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND G m t _ j''''',. THE DIAMETER FOR ROOT BALLS 2'AND UNDER OR 2' GUY AND STAKE TREE IN ACCORDANCE WIT THE STAKING DETAILS IMMEDIATELY AFTER PLANTING. 3 �� I CONSUMER SERVICES,UNLESS SPECIFIED OTHERWISE.ALL PLANTS SHALL BE FLORIDA GRADE NUMBER 1 OR BETTER AS 1-` n _----.-`>,? __ LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY.TIGHTLY KNIT PLANT,SO TRAINED OR FAVORED IN ITS a ro i''. —_IIi.�,�.®I 3.PLANTING SHRUBS ®iP — DEVELOPMENT THAT FIRST APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR IN FORM.NUMBER OF n, 3 .11EL- u_: - PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON ' N ii .I —_I=:. III-' BRANCHES,COMPACTNESS AND SYMMETRY.ALL PLANTS SHALL BE FRESHLY DUG,SOUND,HEALTHY,VIGOROUS,WELL LAYOUT SHRUBS TO CREATE A CONTINUOUS SMOOTH FRONT LINE AND FILL IN BEHIND. U VIII=ILII I=1011. 4"-6'LAYER OF COMPACTED STANDARD PLANTING BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS.TREES AND MIXTURE PALMS FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE.ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT.THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY AND FLORIDA NUMBER I.PLANTS SHALL EXCAVATE PIT OR TRENCH TO 1-1/2 TIMES THE DIAMETER OF THE BALLS OR CONTAINERS OR 1'-0'WIDER THAN THE SPREAD OF BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ROOTS AND 3'DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT.COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS.BACKFILL AROUND PLANTS WITH PLANTING MIXTURE,COMPACTED TO RUMINATE VOIDS AND AIR SHRUB!GRc UNDCOVER PLANTING DETAIL ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY.VIGOROUS,WELL-ROOTED PLANTS AND ESTABLISHED IN THE POCKETS.FORM GRADE SLIGHTLY DISHED AND BERMED AT EDGES OF EXCAVATION.APPLY 3'OF MULCH. CONTAINER IN WHICH THEY ARE SOLD.THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN A HEALTHY GROWING PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES,IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE.DO NOT REMOVE CONDITION. MORE THAN 15%OF BRANCHES. NTS AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER 4.PLANTING GROUND COVER /�� W SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. LOOSEN SUBGRADE TO DEPTH OF 4'IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED AND SPREAD SMOOTH. MULCH SHALL BE SHREDDED EUCALYPTUS MULCH. SPACE PLANTS AS OTHERWISE INDICATED.DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS.COMPACT BACKFILL /^I' O FERTILIZER IN BACKFILL MIXTURE FOR ALL PLANTS SHALL CONSIST OF MILORGANITE ACTIVATED SLUDGE MIXED WITH THE TO ELIMINATE VOIDS AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT.WATER THOROUGFILY.APPLY 3'OF MULCH OVER W p n PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF ENTIRE PLANTING BED,LIFTING PLANT FOLIAGE ABOVE MULCH.PURPLE QUEEN GROUNDCOVER,IF SPECIFIED,SHALL ONLY > O CONTACT WITH TREE BACKFILL AT A RATE OF NOT LESS THAN 50 LBS.PER CUBIC YARD. _ •� �" ;-ry RECEIVE 1"OF MULCH. (��/' .0� Q PLACE 3(DOUBLE STRANDS)12 GAUGE GALVANIZED FERTILIZER FOR TREES AND SHRUBS MAY BE TABLET FORM OR GRANULAR.GRANULAR FERTILIZER SHALL BE UNIFORM IN _ 0 ''0 4 -ste ♦ ► GUY WIRE,SPACED EQUAL DISTANCE AROUND TREE COMPOSITION,DRY AND FREE-FLOWING.THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED BAGS, DURING PERIODS OF HOT SUN AND/OR WIND AT TIME OF PLANTING,PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS OR AS V Cr--,, TS -4 ABOVE FIRST LATERAL BRANCH EACH BEARING THE MANUFACTURER'S STATEMENT OF ANALYSIS NEEDED. l / /� lJ 1,— v.... ..4 e rxr PLACE SAFETY FLAGS ON GUY WIRES 'FLORIDA EAST COAST PALM SPECIAL'SHALL BE APPLIED TO ALL PALMS AT INSTALLATION AT A RATE OF IS LB.PER INCH OF 5.PLANTING LAWNS • .• %V a O 5=.. + TRUNK UNLESS OTHERWISE SPECIFIED. SODDING:SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO LAYING. Cr)_ D 00,7 3 P TWIST WIRES TO ADJUST TENSION ON GUY WIRE y i / �j O FIELD GROWN TREES AND PALMS PREVIOUSLY ROOT PRUNED SHALL OBTAIN A ROOT BALL WITH SUFFICIENT ROOTS FOR ^, y ✓ti Jr 'r CONTINUED GROWTH WITHOUT RESULTING SHOCK. LOOSEN SUBGRADE TO DEPTH OF 4'AND GRADE WITH TOPSOIL EITHER PROVIDED ON SITE OR IMPORTED TO FINISH DESIGN W y. PLANT TOP OF ROOT BALI SLIGHTLY HIGHER THAN -� 4 {' - / FINISHED GRADE ELEVATIONS.ROLL PREPARED LAWN SURFACE.WATER THOROUGHLY,BUT DO NOT CREATE MUDDY SOIL CONDITION. n` 0 •"jl , CONTRACTOR SHALL NOT MARK OR SCAR TRUNK IN ANY FASHION. Ce FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS.PER 1,000 S.F.SPREAD FERTILIZER OVER THE AREA TO RECEIVE GRASS V>/ 4J 0l xr REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. BY USING AN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE APPROPRIATE QUANTITY.DO NOT FERTILIZE CD p "K !�\J S ��w APPLICABLE WHEN WIND VELOCITY EXCEEDS 15 M.P.H.THOROUGHLY MIX FERTILIZER INTO THE TOP 2'OF TOPSOIL. I, 0 .. , -F='(� 3'MULCH THE LOCATIONS OF PLANTS,AS SHOWN IN THESE PLANS,ARE APPROXIMATE.THE FINAL LOCATIONS MAY BE ADJUSTED TO .t. , Ai ACCOMMODATE UNFORESEEN FIELD CONDITIONS.MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY THE LAY SOD STRIPS WITH TIGHT JOINTS,DO NOT OVERLAP,STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.WORK ``/y� .� -4 Er Y y BACK FILL AROUND ROOT BALL WITH STANDARD LANDSCAPE ARCHITECT. SIFTED SOIL MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS. ji1CT O . 0 /7PLANTING MIXTURE.ELIMINATE AIR POCKETS. SOD ON SLOPES GREATER THAN 3:1 SHALL BE STAKED IN PLACE.ROLL OR STAMP LIGHTLY AND WATER THOROUGHLY WITH A > ^,ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. FINE SPRAY IMMEDIATELY AFTER PLANTING. O w_FORM SAUCER WITH 4'-6'CONTINUOUS EARTHEN ALL TREES MUST BE STAKED AS SHOWN ON THE PLANTING DETAILS WITHIN 24 HOURS OF PLANTING.STAKES TO REMAIN FORA 6.MISCELLANEOUS LANDSCAPE WORKrRIM AROUND PLANTING HOLEMINIMUM OF 9 MONTHS,BUT NO LONGER THAN 18 MONTHS.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND ,/�REMOVAL OF THE STAKES. LANDSCAPE MAINTENANCE v,2'R4'R24'WOOD STAKE DRIVEN 3'BELOW GRADE ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT'S DIRECTION. MAINTAIN LANDSCAPE WORK UNTIL FINAL ACCEPTANCE IS ISSUED BY THE OWNER'S REPRESENTATIVE.INCLUDE WATERING, WEEDING,CULTIVATING,RESTORATION OF GRADE,MOWING AND TRIMMING GRASS,PRUNING TREES AND SHRUBS, 1:1 � II - = --PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON ALL SHRUBS,TREES AND GROUND COVER WILL HAVE IMPROVED SOIL AS PER PLANTING SOIL NOTES.THE SOILS SHALL BE PROTECTION FROM INSECTS AND DISEASES.FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO INSURE NORMAL GROWTH Co)11'=' --M1111 �` II 1----4.4_. ---- 4"-6'LAYER OF COMPACTED STANDARD PLANTING PLACED IN THE HOLE DURING PLANTING.TOP DRESSING ONLY IS NOT ACCEPTABLE. AND GOOD HEALTH FOR LIVE PLANT MATERIAL 'i=1P9//gU' ;00. "`7,5' _ �_ MIXTURE. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.ALL TREES SHALL BE SPIKED IN UTILIZING WATER AND A TREE BAR. PLANT MATERIAL SUBSTITUTION VIII=III=I;I= =;1111:::1!I'' _�PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT "111—IIFI_VIII-VIII=11'" R OF COMPACTED STANDARD PLANTING MIXTURE.PLANTING PIT WIDTH THE LANDSCAPE CONTRACTOR SHALL WATER,MULCH,WEED,PRUNE.AND UNTIL COMPLETION OF CONTRACT OR ACCEPTANCE BY LANDSCAPE ARCHITECT,OTHEN RWISE PLAT TSLL SHALNBE RESET TPLATS, DO PROPER NOSUBECT.UTION OF PLANT MATERIAL TYPE OR SIZES WILL BE PERMITTED WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARSHALE BE TWICE THE DIAMETER OF ROOT BALL GRADE,PLANTING SAUCERS RESTORED,AND DEFECTIVE WORK CORRECTED. PLANTING BED PREPARATION THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY HIS CREWS DURING THE PERFORMANCE OF THE WORK.UPON COMPLETION OF THE WORK,THE ALL PLANTING BEDS SHALL BE PROPERLY PREPARED PRIOR TO THE COMMENCEMENT OF ANY PLANTING.PLANTING AREAS, LARGE TREE PLANTING DETAIL CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS,DEBRIS,UNUSED PLANT MATERIAL EMPTY PLANT INCLUDING(AWNS SHALL BE FREE OF ALL WEEDS AND NUISANCE VEGETATION.IF TORPEDO GRASS(PANICUM REFERS)IS CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. PRESENT OR ENCOUNTERED DURING PLANTING,THE LANDSCAPE CONTRACTOR SHALL STOP ALL PLANTING UNTIL IT CAN BE NTS I UPON COMPLETION OF THE WORK,THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ANDRE REQUEST A DEMONSTRATED THAT IT HAS BEEN COMPLETELY REMOVED OR ERADICATED.THERE SHALL BE NO EXCEPTIONS TO THIS jf�few Q PROVISION. . 'I`~!.,;,:i~4 FINAL INSPECTION.ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR y0£._-' [p�• OWNER'S REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. *,{ ,c.,.',,,,,. :;tti .4y\ GENERAL NOTES * `'''''..1.:' , FL4�,-K. ;} THE LANDSCAPE CONTRACTOR SHAH GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF SIX(6)MONTHS FROM THE DATE ;,1 - ; OF CONDITIONAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT.AT THE TIME OF CONDITIONAL ACCEPTANCE, - \� THE SIX(D MONTH PERIOD SHALL COMMENCE.ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY ALL LANDSCAPE WORK SHALL CONFORM TO THE LOCAL REQUIREMENTS OF THE LANDSCAPE CODE. , ,1f \. In PRUNE 8,TIE FRONDS TOGETHER WITH DEGRADABLE REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR ON THE DRAWINGS.THE LANDSCAPE T` t Y N'IB' T/� TWINE(MINIMUM 6-B FRONDS) CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING,VANDALISM,AND THE LANDSCAPE CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTIONS OR CHANGES WITHOUT THE AUTHORIZATION OF THE r OWNER AND THE LANDSCAPE ARCHITECT. •Ea.F..t \y l'/ AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE 4 #1 MAINTAINING PLANTS UP TO THE CONDITIONAL ACCEPTANCE PERIOD,UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. AVOID ALL CONFLICTS. I ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION,AS WELL AS ALL THE COST FOR THE REMOVAL OF UNSUITABLE ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL �� THE LANDSCAPE CONTRACTOR BE RESPONSIBLE FOR ALL PERMITS RELATING TO HIS/HER WORK. , �) OR EXCESS BACKFILL MATERIAL,SHALL SE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK REPRESENTED IN THISPLAN SET. PLANT MATERIAL USED SHALL BE FLORIDA NUMBER 1 OR BETTER AS DEFINED BY THE DIVISIONLandscape {s OF PLANT INDUSTRY'GRADE AND STANDARDS'LATEST EDITION. Details Q ALL AREAS SHALL BE FULLY IRRIGATED IN ACCORDANCE WITH THE LOCAL LANDSCAPE CODE.THE IRRIGATION SYSTEM SHALL j , SABAL PALMS TO RE BOOTED WHEN 16'C.T.OR LESS BE DESIGNED TO PROVIDE 100%OVERLAP COVERAGE TO ALL LANDSCAPE AND SOD AREAS. 's (UNLESS OTHERWISE NOTED) Notes I �� 5-Tx4N18'WOOD BATTENS.DO NOT NAIL THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR/CUT OFF SWITCH IN ACCORDANCE WITH STATE AND I BATTENS TO PALM.HEIGHT OF BATTENS SHALL BE OCAL REQUIREMENTS. LOCATED IN RELATION TO THE HEIGHT OF THE PALM I� FOR ADEQUATE BRACING IRRIGATION CONTRACTOR SHALL PROVIDE IRRIGATION SHOP DRAWINGS 8,DETAILS AS NEEDED PER LOCAL CODE. *iii I. 2 STEEL BANDS ULIU ':7i / MINIMUM 3-2'X4'WOOD BRACES SHALL BE TOE .%1 /� NAILED TO WOOD BATTENS > iw IQ \� i 3"MULCH .A.I.I. FORM SAUCER WITH 4'-6'CONTINUOUS EARTHEN FINI5AED I'j flak\� / RIM AROUND PLANTING HOLE GRADED IU - Tx4N24'WOOD STAKE REMAINING 3'ABOVE GRADE VIII-1 INI :- VIII BACK FILL AROUND ROOT BALL WITH STANDARD 1INI "4.s 4 VIII. PLANTING MIXTURE.ELIMINATE AIR POCKETS. `: . �•. DESIGNED___. TGLA,DMS II II I 4011- PLANT ROOT BALL OF SABAL PALMS 2"-3'BELOW TGLA,DMS .11-i-111- 4,_111r=1;111 ------1,111:1_.1,1,_11111,.' I=—:II I =l'LI iII: _ Ill' IAPPROVED DMA =I1',- , SIZE OF ROOT BALL WILL BE IN PROPORTION TO SIZE DATE 8/52019 AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRACTICE REVISIONS 8/14/2019 -PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON _.8!162019 4'-6'LAYER OF COMPACTED STANDARD PLANTING 9/5/2019 MIXTURE. PALM PLANTING DETAIL NTS SHEET Ip2 OF 2 I 1 N.co, 0....) : : :• CZ .r.0 H e-i ..1--) :• C,-.) I 1 •,--4 e=1 P-4 Z • • (1) '7. 1-_ r"..4 , (1.) 0 i cl) k . co • v _ - V 0 i Cirl) C\? I a 0 .,.., • to s-, W n - (.0 !• w pig r..) ...00 - ..••' ., `• (J) • • SN , \ j,', , .1: .. . ..1 , ,::.' 0 ;it. 1 6 5 a N.., ir--- ----. , ry F- i -P -• -4 Na '4"1-1 -• • F.i 1-1.-, MI 1 0 ,...4"' 0 ,- - - , - -. -. "7. -'•/ 0 0 1 A 0 >4 r...-.) ,•• i , . . - : _.-- ..„---------, 1 • • F---- , 0 i Z 41 „ cZ1 ; CL' 05 •r--4 0_, n ,-----, . 14 p4 C° Z • CZ :•• LL • I • eN4 -.4 P ,_.1 ..•• ,4-) ..•• . 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P4 F- 0.) 0 ..••• / . . — co 0,1 ..--.. • ! 1 0 0. —' !• !•• / • • • / ., • • • ,..4 •••:—., . • ..•• _... ed OS • : ..•• • I • • . : • 11 7..1 • ''.-s i•- +.3 gi 64 • 0 01 9 1 • 0 P4 4.n 370 Riverside Drive Black or Green Aluminum Mechanical Fence ( Picture for Reference ) Approx 322 ' at 4 ' tall . ,, �. ft t creI f v f ew fir°"_ 1111RC' j es..,:'7.,Z1,-,':_e41,41:-.7i?‘I L';':-.',';''s',..,4:--.-.,- . ,....,-....f7 cYt. e - ,,,!-... ...----7,1%.,., - .r : 'a s iT i ►''- .x '` tLP3° . 0i ' l.y 1 ., t�yy, = * "j 's---( janiy ;. i' - ,' ,,," «� #e -I t . _'—ii/- FILED: Village TequeSta ORDER OF THE PLANNING AND ZONING BOARD VILLAGE OF TE TESTA Date: REQ EST FOR, SITE PLAN MODIFICATION APPROVAL Time CASE : SPM -19 IN RE: Presley Family Trust,Owner&Applicant PROPERTY L TI 370 Riverside Drive,Teguesta,FL 33469 LEGAL DESCRIPTION: RIVERSIDE ON THE LOXAHATCHEE IN PB 9 PUS 4 &5 PARCEL ONT ROL NUMBER: I BER: 60-4240-36-04-004-0020 REQUEST: ST Approval of Site Plan Modification to install an entry gate and two (2) 6-foot entry columns. 9RD ER APPROVING APPLICATION This cause came on to be heard upon the above application and, the Planning and Zoning Board of the Village of Tequesta having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Planning and Zoning Board of the Village of Tequesta being otherwise duly advised, THEREUPON, THE PLANNING AN ZONING OF THE VILLAGE OF `E UEST .FINDS AS FOLLOWS: I, The subject property is located in the R-1 Zoning District in the Village ofTeguesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for Planning and Zoning Board site plan modification review and final action. 3. The application and all supporting rting documentation and presentation materials as reviewed by the Planning and Zoning Board at its October 17, 2019 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference, 4 According to Village Code Sects . -. 31 through 78-13, site plan 15lbltit7!ltta.dJJf 1!P/ approval h�,the Planin .,.•,,�{.� ' r 9opiNez/ ' CERTIFY EAI F CORRECT t c ;it4Ti t THE VILLAGE CO EV CE ORA DND R STA , 'tiED/ Fi *FFr a SEAL A AND I �fF.Cib=Ltb l� �y��q HIS 3 '''Ptlttf{#tliif!3173iss�bts=l T" +� { Ay -...._.._._.. IIA? r;.t L 4 ,.Sj_. 5. The applicant has applied for Site Plan Modification approval to install an entry' gate and two(2)6-foot entry columns. 6. Under the provisions of the Village Code of Ordinances, the Planning and Zoning Board has the right,power and authority to act upon the request herein made, iT IS THEREUPON I IDE ED, ORDERED AND ADJUDGED BY THE PLANNING AND ZONING BOARD OF `HE VILLAGE OF 'Et UE ` ., FLORIDA, AS FOLLOWS: The application for Site Plan Modification approval, Case No. SPM 9-19with reference to the above-described property within the Village of Tequesta, Palm Beach Cont , Florida,to install an entry gate and two (2) 6-foot entry columns, in accordance with the application and all supporting documentation and presentation materials attached hereto as Exhibit "A" is hereby APPROVED with the following CONDITION: 1. The Applicant shall provide documentation sufficient to demonstrate, to the satisfaction of the Village Floodplain Administrator, that the installation of the gate and entry columns will not adversely impact drainage toward the east(toward Riverside Drive). Please Note: The term applicant(s)as used here shall include all successors and assigns. The applicant's site plan approval shall expire in twelve (12) months unless a building permit has been obtained in accordance with Sec. 78-334(9). I` the building permit expires or is voided, the site plan approval also expires or becomes void. DONE AND ORDERED THIS-WY DAY P OCTOBER,2019. I / l 41 ngttCdl`ggt"t'fttrtrry{r JANET i RAN I XXXXryly I j\OILf ig LORI MeWILLIAMS,S, M.M VILLAGE L r \mICO PO AT l): 4 tXXr�ettrfri(r:<lIct + iS<•'��5. Page 2 = % $ VILLAGE OF T E . ET ` DEPARTMENTAL USE ONLY 0 I:D -11 rttxt mal`Conu-a,taa it _};._,eloilmont 3 Fee: J �` ¢ +�e 1'h,=t,; 710:..0-4.0g;„n,..�s,t. w'<'r s„W,, iF f3$E I'IS; -1.4\wpit” -,...,,...,,,,teg 1.,..,..t,i,n.w, • APPLICATION FOR MINOR SITE PLAN REVIEW PLANNING &ZONING BOARD Meeting Date: VILLAGE COUNCIL Ej Meeting Date: INSTRUCTIONS TO APPLICANTS: 1. Please complete all sections of this application.If not applicable,indicate with N/A. 2. Provide all required documents as shown on the attached checklist.If not applicable indicate with N/A. All construction,additions,and/or alterations within the Village,except in districts R-1A and R-1,must be reviewed by the Planning& Zoning Board. The Planning&Zoning Board meets the third Thursday of every month at 5:30 p.m.,as needed in the Village Hall Council Chambers,345 r quest°Drive. The applicant will be informed by letter of their scheduled meeting dote. The Planning and Zoning Board shall have general authority as outlined in Sec.22.53. I. PROJECT(DESCRIPTION AND OWNER&AGENT INFORMATION' PROJECT NAME: _ -ste Res 3 rt �_,(-,,l'.,,d:.- _r,, ecL.est a,i 3x1 5 PROJECTADDRESS: .,... .,,, ,_. DESCRIPTION OF WORK/MODIFICATION: i"s''1°a_ p't r o)e' q i- _, w c- _U.,i''k W '$','r bkk,C x,:,,ro nt,vt' ,,b-r-, s, Property size in acres and square feet: Estimated project cost: Property Owner(s)of Record P aa,e:>L S TR Sty unN TR P a(',tey., P =nsaeyFamily I I'Lct Address: 4125 3.4v1 Str€ N.;.,--2, pita t yit? fl VA 222 Phone No.: � "a;` ' Fax No.: 56 1-C91- E-mail Address:a -,r tta' r;, "_ }-:u ,_-, ,,, '.;:r, 4 Applicant/Agent(if other than owner complete consent section on next page): Name: safe a5 above Address: , Phone No. Fax No.: E-mail Address: 1 IL LAND USE&ZONING A) ZONING DESIGNATION B) FUTURE LAND USE DESIGNATION C) Existing Use(s) - Famd• Dwelhng D) Proposed Use(s),as applicable III. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement(to be completed if owner is using an agent) ors -cti , Inc I/we, the owners, hereby give consent to Hobgoca Ctronto act on my/our behalf to submit this application,all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described in the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. 741-e- k '. ..m'^`^ Wilbur Hobgood Ow ner'sNarng(please print) Applicant/Agent's Name(please print) ZUellept q400d, Pleadott Owner's Signature Applicant/Agent's Signature 5/6/19 Dat6 Date IV. APPLICATION FEES (1) Review by the Planning and Zoning Board. The Community Development Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. Fee: A)$300,00 (final approval) OR B)$500.00(recommendation to Village Council) (2) Review by Village Council, Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board,for Village Council review. Fee:a$300.00 fee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or cornpletmn. costs associated with advertising for public hearings and other public notice requirements are the responsibility of the 1 applicant.The fee shall be paid prior to such application being schedu -Stoll,a public hearing requiring notice. [ OrwSign. OlOtatiVP *gem — — 2 V. APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for Planning&Zoning Board review,forty-five business 145)days prior to the meeting date: 1) Three (3) complete application packages including full 24x36 plan size drawings and/or plans for preliminary staff review. Once staff comments have been provided and addressed, the applicant is to re-submit for Board or Council review as required below. 2) Fourteen(14)1147 sets and Two(2)full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout ingress and egress, sidewalks and walkways, exterior lighting layout,dimensions of street frontages,property lines and all signage. 3) Fourteen (14) 11x17 sets and Two (2)full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 4) Fourteen (14)11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The Planning&Zoning Board requires on exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials(i.e., canvas, wood,metal,etc.)be provided. 5) One(1)CD disk with PDF files including the completed application. 6) Any other documents,maps,photographs, or drawings that may help clarify the position of the applicant. NOTE: Ail renderings,models,drawings,photos,etc.,will became the property of the Village of Tequesta. Optional Pre-application meeting with Staff ($300 fee may apply) I —I APPLICATION SUBMITTAL DEADLINE i 45 business days prior to P&Z Meeting date _ _. ..., ,___ 4 Staff comments provided to Applicant within 2 weeks of submittal . - 1 t , Re-submit application Plarining&Zoning Board Meeting , - , Deadline is 10 days to 2 weeks following ' I, (3 ''Thursday of each month) receipt of Staff comments 1 it I Village Council Meeting(if necessary) (2ftd Thursday of each month) 3 VI. SITE PLAN REVIEW APPLICATION susrvurrAL CHECKLIST GENERAL (1) A completed application signed by owner,agent/applicant (2) Required application fees. (3) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. (4) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey(not more than one year old)and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer, date,and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size and with sufficient site tabular data. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Plans shall provide clear site lines.Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394, as applicable(See section 78-392 for applicability). ARCHITECTURAL PLANS/GRAPHIC RENDERINGS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units,square footage and types,together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof,walls,trim, pavers, etc. 4 . - -----, LEGAL DESCRIPTION 370 RIVERSIDE DRIVE PROPERTY SHOWN HEREON IS LOCATED IN ___ BENCH MARK FLOOD ZONES X & AE (BASE ROOD ELEVATION = 5) \ _ ,,„, St,'13 r r t RIGh T-Ot -WAY , .NE TOP NAIL Ii DISC '''"-,,, .,..1--- ELEVAT1C44 1--- 3.85 LOT 2, BLOCK 4, RIVERSIDE ON THE LOXAHATCHEE, PER FLOOD INSURANCE RATE fiRfor.r 'ilRiET otat tr AVD ACCORDING 0 THE PLAT THEREOF ON FILE IN THE OFFICE MAP 120228 0178 F DATED OCTOBER S, 2018 pfs..-.1eC T f."(./JE S74 0 C-1.1 VI- N. OF THE CLERK OF THE CIRCUIT COURT IN AND FOR NOTE: ZONE AE AT EXTREME REAR OF LOT A1 PALM BEACH COUNTY, FLORIDA IN PLAT BOOK 9, PAGES 4 AND 5. 111)1N4 i Of A= 28 44 PAIR VA ... / UPLAND CONTAINING 0.756 ACRES MORE OR LESS. REMAINDER FlOR f I QM Or TURE 23 ASPHAL T / LOT 1 PROPOSE() FlouND IRON LO I I i - MONUMENT ALUMINum if ri'.."(. RoD & CAP FQUNQ Wo01.1 R:lwrit ,,,_, , ;::4.,. (NOT FOUND) PowTR ...-Nyt_ iRON PIPE poNPR , .c,„r ,• \ i I / , ,•$., .„0,' lis_,',.:- (F0°NUNSIDDE) KAYAR: r4IDLE- , 1 325,plat - 1 \ 1 • i E Y TENDEE-2‘ ' ACK •QUIRM-N i . _ / N88.29151"E , 00'.-'-'' olut I- - 33_4_.2naos... - ---,-- i4 "Li? - 1 ____ .0 ,v...e.': : ';',:.), „,f f - __ ........-........... ; rf ;', \ ft. II , -- _____ .--c---7----T7J 1 8;.5.!' , I'Fa- ..,, I.,,q, isa in 55•8' GUY Nr "41/4 c17,,,-4 ) tp",--- /PIE At4888 ------P. 1 W 31-”' . if 46 i -I\ It-I 1,0 1 34,0 I 45eu:i 2S I [ . .,,, ...4,..c. + • 'A itit 1 ':-.:\ .0..... . .....:-- ,._, PA Ty.) ., / 14 SLrykAt•`,A _ -e. 1 '‘, Pr'r,i-C.,..1-' pr 1,,,, 'A •,- .., 3 MEAN HIGH ' ,`-' " g - Z 2.0 __ II , -)i":-.C..,r ,J ----t- - N -',.'-. .-•••,•-',,0...,..- ..,. ' ! ".1 WATER UNE - -r:2-•, , 1 Cs - 1 ri %.c.` 0ELEvATN,A1ONV.D. -,.. i , 0 • W'ILK Wkr E r.,ro r‘,.. ' 9';' );',';5,V e •&VD 1\ L 7• °(„), I 7 i ;13--,-,-- , Vf .,;-A .;-' .- i ' leji40 co ' i 9 Z . -', Li..1 i2 4 ..... . . 4, . , i.... 14 I BOAT I '''''°'' MANGRDVCI:i<.:- , -4, 7, \ i LI% {.,i _F---- ---1 _ 1 • 1::1 n . t fi. 1 '-' 1 ,40 ci g', 3 ujz .}. 01! -. ---- - . - .....4....-%. ...,. / V, ', ..'. .W.•tk rcot ,.., ' reo r v --,i), °N- .' i'll;',-.)P';'.7.:(71 ,_,,,e2,, . k t.,„Art,.... ,c,i„L&Nol_ir , 1— _., ,..3 C3 Wif,i,..5.417'-C., '''K;".*• 111 I ' vi __ .,._ , • -_-_--- __I -.------ =-.-7-•A t I 0 , _, ier, r...,n,,, ;, , Li *ti., T. 1---.---,, IT. i77,1rTiTt it,P.---„FTII, I a 37.0 C...i- I 7 - I)1" 10.3 . 7,4 Z LI / -- vi 6.3 Cs) ,, \ \ - :PORCH D 0 - PILES _ ' kpi•ANGROVF:-, -_( * ‘ .. It; 1 ' . .. . 1 I. 0 i . *I - ,.._. PROPOSED \I: AL i 1.' :1:11;(.."4:1-41: ,e . p WATER LINE . ., 740 C-4 P i. i ., i 1 , 1 1 ' A iff,--"--t_ 7.7,1 -, 29B .34.3' oil. 90( -, I ,..''',1R. . -,......-.,-, ....-...... I - ' 1 .,..„, \ L 0'- t$.,C , N8829'51 "E / 319' plot c:---.... cs Y7ENtlEc, 'I , - t,-_-- FQI4N9 IRON / , ', -NA TER MONUMENT c 4 6 W6. 333,3' trees lac:', Rut) & CAP ,, \ '\ hiETtp ,PER PLAT 1 it A `,.., ,NK I riNCE --• -ILLEGIBLE' i (NOT FOUND) r I Nf_.{: f,-._-_-1-) 13.14 SOU11-I ir • \ woc)15 -u'1 POWER LEGEND. / wIlit POLE (I-3'61 M AILBOX ....- CENTERLINE 0,H,E, = OVERHEAD ELECTRIC LOT 3 oolo = CALCULATED IF-11 r; 15 ;'.1 :,/T AN ( I\1 ,' 1.1-) BENCH MARK 1": p-." TOP NAIL & DISC i rreas 7-- ,1O " - MEASURED CERTIFIED TO: FI5VATION P, 4.42 CONCRETE PROPOSED DRAINAGF 4'0.' - ELEVATIONS ;<,LJ,.._ I 1''....r,-; —IE. - 1 k STEVEN W. PRESLEY & PAMELA S. PRESLEY NOTE: N.AN.D. -- ------ FIRST AMERICAN TITLE INSURANCE COMPANY THIS SURVEY PERFORMED GROUP ONE MORTGAGE, INC., ISAOA ATIMA WITHOUT BENEFIT OF TITLE. _ stravvfoRs NOTES: THE CLOSING CONNECTION, INC. MAGELLAN StJEVEYING L MAPPING, INC. - • - -).-24,1 '..f „... -.. - 4 . '1, THIS StrirdET COMPLIES WM CHAPTER 5J-17, FLORMA ADMINISTRATION 000E. -. Irliki A URK ;14.1", _ t . ilt 1 C -.., . I 2- NO SEARCN OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. . i - 3- LEGAL DESCRIPTIONS 9.1PPUED BY CLIENT OR CUENTS AGENT. PROFESSIONAL LAND SURVEYORS LiCENSED BUSINESS - 7571 ow . •- ' gr II,L 4. VIRIDIUENSONS TAKE PRECEDENCE OVER SCALED MANSIONS+ , i T1V1 SOME ITEMS VICAR HREIN ARE FOR CRAPHIC AND IWORMATIONAL PURPOSES ONLY 450 S.. OLD DIXE HIGHWAY. SUITE 10 JUPITER, FLORIDA 33458 4 ani , : THISgSlaISURVEYENCRIIFCR ECANSTITUCTIONTS' If ANY PURPOSESAK 5)4C"O941.14ERECALY ANO NOT INITMED FOR 561-746-8745 FAX 581-746-9632 E-mail gn' roCknocel/an3urveing.com ' 11 MI, ' Tramp*Mt....- . 1" 11 '1W110 INT:::DOES NOT CON:ANTTYPE071:114PCFOR:SIPA::R7OHTS W...0........!„"m" , mi 1 .,. - IP 14 :-. 7. ELEVATIONS HEREON BASCO ON NORTH AMEF6CAN *RTC& DATUM (14.AN-0. 1986) 6:111.1 41 k r;0117- I -4- • ililli r g,imAr.,. _ lg. mik„..ti51,..y.q t 5 1 IIIIMINik_ .1"..!Illtq 01.01p1 NI a NO UNDERGROUND UTILITIES LOCATED VICCEPT Ve4ERE SHOWN HEREON. 9, THIS IS NOT AN ENVIRONMENTAL SPIVEY, BEYOND MEAN HIGH WATER LINE 11, BEARINGS HEREON BASED Oti THE KM/ASSUMED/GM OF_ARING ALONG THE ROBIN UNE OF LOT 1 AND ALL DITIER BEARINGS ARE RELATIVE THERETO. . +/' Boundary Survey & Site PLan Fteparad For: — bIEVEN . & PAMELA S. PRESLEY . .. . - 0e, Volureg ri .,r-Trriu. itr.c 1121, I 12, Aaoine&s OR DELETIONS TO SuRVEY MAPS OR REPoRTs SY OTHER IRAN 0, Drawn by RES Dote Of Survey Scale l". 0 AMP filsiellii THE SIGNING PARTY OR PARTIES IS PROMOTED *WAIT WRITTEN CONSENT - OF nit SIGNING PARTY OR PARTIES RONALD E STOTLER Field IF F.B.152 Pg49 OCTOBER 12, 2018 1"= 30' lik . rioi'll(111)- V -ii 13- MOM BOARD TIE-IN &UNDER CONS 11E-M4 SURVEYS NIENT tS TO SwOw SETTIA01 COMP1JANCE; MINER ANO CONTRACTOR *CDTS RESPONSENLITY PROFESSIONAL-- -SLAVE-YOR AND MAPPER tyscja. IINDA:41 9041, 11.09.201) Drining md:4r gli ' 1- •-• . FM KAMEN/ Of FORMBOARDS UPON REaEPT OF THIS SAW. CERTIFICATE NO, 5026 ADD SIE PLAN 12-I4-M5 .M AO 14-m SITE Pi-Am. DA1-03-2018 w.c /4 1 --W.--1441 AL,- ArA PLIAKING 1440 OTHER MIMES INSTALLED AT CONTRACTORS R191 14, ORS SLAW/ IS NOT VALID AITHOUT SURVEYORS SIGNATURE ls ELIROSSE0 MAL_ STATE OF FLORIDA TWE SUKS'f 37-7,1,2033 .1:30 CERT 1 4 ;CASE 91i. PLAN. 4:6-2*-20111 4 C 4 rt& Felor Slit AN,07-10-.701.6 kc ENAArE oaRtsi 03-31•MI6 NV ," 97E PAM. a0-71-701g1 'C I imr.. i LIF119 *NOTE: REVISED LANDSCAPE PLAN UTILIZES THE PREVIOUSLY OA A rnE KAYAK RACK- H V U E o KAYAK N88°2 51`E 325'(PLAT) 3:34.2(MEASURED)TO MHWL CDO m.� 0 0 .'-�u,A►-- _ _ COMPLETED SET OF PLANS BY TONY GRIMALDI LANDSCAPE o °b EXISTING VEGETATION TO ` • . • • •-_ -• . .—. . �• _ p�iREMAIN:SEE LANDSCAPE PIAN ` • • S'MIN EQUIPMENT SETBACK _. ARCHITECTURE. HARDSCAPE REVISIONS TO THE PREVIOUSLY 0 N a ii gr'- • T-8'MEAN HIGH \\ illipprIllIP160. _ - I GRAVEL WITH wEI >WATERLINE— \ ` APPROVED PLANS HAVE BEEN CLOUDED. a y w \ / / I, — a o.Lo, o\\\ \ SAND /' PAVERS \VV/ �•V�0 N IIO \ x rrr'' - - N^, a `"BD IT v, y 75 i9 C \ BEACH \ _� �i > rn \` APPROX.TOP \ ® i > , N \ A OUTDOOR O n \\ OF BANK LIVING , w m N 3 IIL 0 o \\ REa CI ,c''.'_6 \'\ j DECK 6 FOOTER DETAIL NTS i AFa' I COLUMN TO MATCH ARCHITECTURE (C\ \ SUN SHELF P 0 0 L SPH 10-a' CD O O A \ ExaTrxi MANGROVE \ 4"-/10,-4' (SEE POOL Is' f -- •a-"-- FINISH GRADE N■ FINISH GRADE \\ to REM.uxorsTUR�o \ .-.. 34 6: .__ '. Al En. ran.-.BY oTir[as). -----_...-_.. DECORATIVE STONE OR U \\ \ _ - SIMILAR SUB B PATIO 1 8 ■ \ ' \ / 25'-a' / COAIPACTED SUB BASE I \\ \ 9".... DECK.-.. f3! :I 2 � ... 10•HOOK � .L \ -2....,— 3' RANrex1 •• e '1 ,.-. BOTH DIRECTIONS PSI PUMP MIX) C EXISTING DOCK —L— r „,,,---,r-8---# •” •� NOTE:PROVIDE AV'/ ELEL..a WATER MASTER - �✓ s- TO DOCK \ PATIO (vLO3). LANAI /1/ Q� co ° o AQUATIC PRESERVE 1 roREMA UHDNTP9:e 11 „�, " ' S ORB 320,PAGE 193 I ORB 1860,PAGE 806 - _. . _N88'29`51`E 319'1,13-411) 333-3'UvlEASURED)�O 1'1H'V\ 1 C CO SITE DATA \ \ (10) BLACK UDECORATIVEM ALUMINUM FENLEA LETETONG,TALL PAVER WALKWAY LOT AREAS ''3.2:A 79 APPLICABLE BUILDING,HEALTH& FOOTPRINT OFRES2Z 2287 C,280 CID PAVER WALKWAY SAFETY CODES HARDS^,APE^ 21i-00 8.9100ID -2'-6. 6'-3' DRNEWANDDIS56 SF POOL AND DEGu'Q,111 SF - - -"---- 3.9 S MIN.EQUIPMENT SETBACK 11 WAL.,WALS 0PATIOS56 SF ti- - - GENERATORU[2SF GRAVEL WITH WEED FABRIC � } -- - _..r_ ..'— GRAVEL WITH WEED FABRIC--� II C NO PAD SOUTH SIDE^IBSF �- F-- -,.1- \ \ I�f y, P/C PAD NORTH SIDEB9 SF —� -' % - - !'-" , \ II ♦t4{{3 NL.j�'~; POOL EOGIPAND NUOD SF i , -- / \ \ -Th-,--------_'_ INSTALL SIDEWALK AS �.} f F� ENTRU SOL.'.tMNS,A SF " r -PER FOCAL BUILDING s� \ \ \ REQUIREMENTS _7,LA[2i M{pAK.- Ye..a �7 GENERATOR UNDER \ \ L e LANDSCAPE/OPEN SPADED 560 iB4OEli LOIS 1 I SEPARATE PERMIT \ I \ 6 il IY GARAGE \ \ ' \ t jII _°�_� = \ \ _ \ \ Entry Columns I' \\ \\ ` \\ Gate T ii RT \ \ G 73 o' {T nNR — ❑ 0 4-2' \\ \ , \\ A HarPlan pe (lo-a' 19'-F f G_PROPOSED ONE -- - -- — — s. \ 25-0_x'-A \\ \ rn STORY RESIDENCE \ SES�AGK DECORATIVE STONE OR PATIO i FRONS y \ \ Q SIMILAR ETON... \ \ ^ \ COMPACTEDILAR SET BASE FT MOTOR COURT AREA 1✓/ _ \\ 70 (1)1 1 1 I DEC SET ON 6ORATIVE P COMPACTED STONEAVERS OR \ %2r\ , �I\ GSL ' U SHELLROCK BASE K \ \\ l, :K-11, i ; 3858 S.F. RT in \ 3' HAN. 1 \ ii i "-- ' �. T( \A FOOTER \ INSTALL CURB CUT SCALE:3/32"=1 =, 30-8' PER LOCAL BUILDING 1 R... 1 1 DRIVEWAY \ \\s E Y \ , cones 0' S' lo' 20' ----_ u \ /}cow 6 \16 VIASTER - I I 1• 6'EN GATE \ \0,0 \ LANAI .... �l MASTER I 1 ! ALL BOX '( VE• LANAI i DESIGNED TGLA,DMS c• 1 _ Y y _. \\ RPF OV TGLA,DMS \ \ ED DMS � 1 m PATE 5/102019 NOTE:ALL GRADING AND _'— rim- ■■p1 ' "w \ REVISIONS 650019 DRAINAGE BY OTHERS • 6 }/\NT \\ 8iisrzois --..----"----- -...._..._....---- -" -1----"--. ._... -_, -+ -- - \I \\ \\ ._9/5/2019.. 5'MIN.EQUIPMENT SETBACK rr J SiNiddnea ,' _A-T) 333.3 (MEASURED)TO MHWL BLACK DECORATIVE ALUMINUM _ 3T-6' \\ \ FENCE C GATE i0 MEET ALE INSTALL SIDEWALK AS \\ L '1 .i. . J:e .; ,_11 i-TVI IW:I'I'.. APPLICABLE BUILDING,HEALTH& PER LOCAL BUILDING \ - N1ixi 1 SAFETY CODES REQUIREMENTS \\ SHEET rn1 OF 1 II Ala AEI LEL, *NOTE: REVISED LANDSCAPE PLAN UTILIZES THE PREVIOUSLY O-' a E" \\ KAYAK RACK I (J M_ O .D _ _ _ _ • _ COMPLETED SET OF PLANS BY TONY GRIMALDI LANDSCAPE G �lYO' OWOQiinfir r®r�� tni:��eil� • L ■ C ° • ■ I ARCHITECTURE. HARDSCAPE REVISIONS TO THE PREVIOUSLY y 0 o�.- 0EXISTING BEAGRAPE i0\ \ 7vv O J - REMAW,SELECTIVELY TRAi�_..--_,_— I. .� A 1.. —te ,a� O RACK TO OPEN VIEWS \ 4 �_ '� •�`��/' -:GRAVEL WITH wfE > v \ r__ ,, � • �" APPROVED PLANS HAVE BEEN CLOUDED. ct m 0 CLEAN AND GRUB 1 \\ (Opts.,;� 1 -- _ � __ PLANT LIST �0 .�>_\ • E%ISTING AREA AND I fire PAVERS 1,.` I' _ N MMEAN HIGH \ L„acn • INSTALL CLEAN BEACH �"° _'} -yam �+{ �fWATER LINE \ SANDABNEANBEDED �- (� al(--MT fMUl♦t Nona Comm'�"� SW ■a M.* •N M 01 N \\ tea. MACH ` 1\ c U � / ® IP �•� AM! t MM....erre CMIina AM N= IS OR.lack AS I ( ( ) a) m -�ajI7y % - \f'' w® , IRI T r:eI,o4.T.R dr. E4knx tM tr..�Ed AS v , Q m\\ \ I\, �� ,4A a ESPALIER TO WALL ail 1 011,-...a Fkt].•bt!M. 16.1.4 Ard balelsJ 1EN AS CAL EN 11 `[j WITH STAINLESS CTT) 7 - tan f PM..Eamon AS ,' �- �i� \\ APPROX.TOP 1 ` 4� .I�- ®P�4. OUTDOOR STEEL HARDWARE UTI 1 W.. t.�zo,lbrv ( Itlraa9•i - - :_ ---- Lu O pr OF BANK - '- LAWN, v I' ( . - ._ _ As...•.• `I - o co to \ I T� LIVING III ® _oi ,� �,.a T**„°o!'t_ c°S'°rt PM _ ,.£:?ir LT_•.tri"9k'.e'-��_�T- "s _ a M N • 1 /.': •• IN LON dl L _.. -..•trrCat a°^S•...,e.�._.�• �.,,_. 16 SStXI- .,. AS^.., mn \\ .., • ` 11..\ iI % DECOR ,.s.-..,. .....,,..,,,,,.....„4.,,,,__. __z s udmnRY .._ -_> �I x-tw•t... — ,-.....—n—.I �� V PI p•?' \ ` \ —___—� POTS Li4 a. Ilftr..t AngthwEn Coo* C.TM■+m A J v K f= HO t i.VLA,41.1Atiof s tccl.a.pr,ta>r _ c oA E tic o o LOXAHATCHEE RIVER \\ i 2sES`c DECK tw `. RI $ "k�'—' 4144 —. '..._�4 FactM4*44 . — f - \ REP \ _ ---- 'AxIN Y.__L OM ir.lY�n14CT,R 4� prwa AS (NORTH FORK) \\ `\ I sp. N Soba Nr.rtio SMW tam Io,1r,lr CF,t OMO.40E4 — AS — ■ T41 I T.,.,a,\,,,,..est *...,Ciro}1w II'f r.it 1.4144 HE '.I AQUATIC PRESERVE L__ Ii I TA. tima..tMs 4'yf,1.s1<ri tom S ORB 320,PAGE 183 \\ �\ ;I I VAS a VH+n,4atKN t(.q R CO,- +n,14^,1Cf+Nt j ORB 7860,PAGE 806 \ ♦ \ SUN SHELF POOL SPA I -.__._-_ --,_-- I... 1i41k,tl•fllaiddGW61f DY„th'ar,' IN•!1W^eh 4M.LN4r }i-OL l,iM AS i /i16 O .. 0 \\ ♦ EMU.MANGROVE `4 _—'(sit POOL _.._ W I - r0 ROAM LANXOR•w __- I tt 4 LAWN moms moms) PATIO AU. I} PtPtiari Gsh■W-�1'4*rt.*1 i,•TY krn ___ AI i Attnees r•xrki L•r,.r„•u.eam WKM' AS I, ♦ �\ I AD i A40.1444t.krr0 dlGttikson..fei Ira it- AS C /�17/` 1\\t • ``.,' —,13 I R11• 1 I ,-WsRRn I'.arr•ora .r4FON lot Ars Otto... I I,.*.nRrrt in mirth gNa lM My.* AS , > _ ` w. BA IBA Rot mom. AR. bN Ary r■•fin. -2101...‘1K,_ _ 25.5.C, i t _ DECK xs i T OH.o. Oaqu-nr■ -,k' Mt n.a �4raA.4aE Pm 1 X_ I Q ♦ I IMI - L_ I LEE O.m �rltrrm Sr..tt•16aa __,:.. 6 IM.hl I,Cr SS DC, , ♦ J EXISTING DOCK �� I-.r ®---�' E' _ AI T a f wpul,t -f � �4 _-� _— +4 4� 'i �, S an - —_ As •ate ^•�, V_ I U .MIN LOW I :crM V. S " ,.._sem r•si• •--.n•51.0.1.,9..—__._ . ._ ---1 >s"'.- . ~l 1 © DECORATIVE w RE' 214 1.49441 ATOM .rr+fr FAT.SoAprt 11'•1, Id tar_ LL NOTE:PROVIDE 1 "•" I ®1 PE)Ts- f ELEL-.&WATER I 'ESP ER TO WALL. ALL' II? N4AAAA'AH,b{9M �$&w+4,Lk _ 4.Jr_ a Tjf,_- ■ TO DOCK ' ` PATIO II WI STAINLESS •.. HI,.,H,•Itii P■,MJC4E^fMt# --"—_.___— S4.i•' 24'CC _12 ^ I \ _EXISTWG AVOCADO'. c__� - O (VLOJ). \ LAWN STEL ARDWARE N \ TREETOREMAIN I f- PC. IS AM{k,teliANl, ,I►4•,Vht Is.1Y,1i' 24'CA: (aim •(�/ iii \ ,' `• Ii L.4 Al Ltoc*/Am."s44AIlkA ',SCA 10,u II' 1d'c _ V) a I 1 ❑ ¢ ••:# dl two."'TtM.#r 444M •6+xIAMltt•slo IC W•2 79'G: (1) 0 p i .."=",,,,.=.1,1. ! -- _ ar K• II 8000 SNI tvarr♦11Y lows Atl t[fR'ee LSC Ir 5d .4L AS I D D 1A t:0 1tR1tiGi{{.nun.Yttu+, tti^i 1rtwli/►Lar IR 4'.tY,L . I 1'K -,I ® 4LI• I'■+'taN r f,a'w &raft mu raga I♦Ua'x IO`�. N.V.a ---) . __-_-,_..._ j I \ �SYITH4 Etl 6RIG^_ /1, �' rr/u1 ■ ■1 ■�■}■��°■°1 ■�■:rr■�■e■ ■ n c�3j a�■ ❑ ^el RAW Wino t+aii KMSLAJETROCw 41 rRNA 4714 h4 REIR[Ar7uM4ATAlY,/iyRvtIAFGAR.IyXTirotf¢fish 4..C.), ILS• .iaa_•■ • ■• -■■ ,�C■IO.�O.O..`IO hF��.�L©.�1!_1�_,_. MY. ■ ', ■ �'� ■ �'�� ■ �� t! SAWN.SI.AUIY.T' PAlRtTO'AS M(LlD , M ..- A7QI, ® MAY ftx��wrtfl'A/MIAOWI ST.sn -�--._. Ascii \ 17 MT AM SITE DATA v v 2 RAISED ALANDSCAPE TIMBERS r ' FOR VEGETABLE GARDEN OR SIMILAR V GENERATOR UNDER LOT AREAD 02,2D1 ELL SEPARATE PERMIT FOOTPRINT OF REALS 2200 11250 LIAR Q °�`+MT GRAVEL WITH WEED FABRIC ® m V[a HARDSELAPED 2100 6,91o0ui i I 0 © '0 �v v POPOOL ANDDECL BF F::1 .I': TO^.1-1M. _ it. 2-6 ' ' DRI EWADOCRTS 2.111 SF WALUNADS D PAT10036 SF `CPA 70.o.U.O aOl+7■OULW INLI 0■U_9:Iv��O.iiQYktIAi f11�00�00i0O1.V litelWO.A W0 O(I-r0�,��1 I� �`�4 1 41011110.4111Rhift•MINN IR RI + ' I GENERATOR¢?SF err L . = , Oprwitekti, �a P/O PAD BOOTH SIDEDI6 SF = —Nye i. ! \ STRa �� AID PAD NORTH ArmcoI DEES4 SF ----WITH WEED FAB• _ l ` ! - _ �, =' _ IIMI � (0 f SIDEWALK t1t(t POOL EODIP AND P(D¢D SF _ _ '�_ �_ ��+� _ .�,__ __ ENTPA DNORTHSB SF _ ~ — �t� J� ' ftr" i E) I �'S. 3 1 /' / A 9-3 1 4 NLr24 a -- ' 1 r.�l v EX`LNG PINE TREE �'- f r r PAVER WALKWAY , •t' E ' O•MAIN 5600 18,0MTIM B ®© i?: 'x a+ .gi4i..* ., 'I 5..,y... , Lq��`O •LAWN i::,::.u" tAND564PE/OPEN SPADED l i � V._ LANDSCAPE DATA �'�TT FVoli� �__ _ [EEO 11.6,40'.:7� \. h'�1-. _ GARDEN SHED 1 �;' \ } 'I'\r ESPALIER TO WALL 2 ' 146,414.1-14•1% �IhF£1, TREE CALCS. W H sTAw Ess li GARAGE- y\ �' ® ,,,, �''� ./{+L LOT AREAOE2.210/2500 0011111261 3EIDr�l I a li STEEL HARDWARE n� II ,%� �'' `D :' ��gs"4 '°Mr fie mLRIDOmTr®i8c➢12m ❑� 'War® 11 �i * �[._, ExISTmG LAWN ~ \ L�$�T ,.' 7 E®ACII�iDTrEn20�20,rzTi, i �� • IN LOW v 11 w.1 MNE TREE l i 1 •�l V:l i RCIIIP®Trmi6® i� 11/DECORATIVE �� O G 0 TO REMAINILIF , 0;�., f ® N Entry Columns mELI1�,n,IH[ADTr®i6[® ❑® POTS - ® ;f COSTES!PDDR❑ 1�'i __� N Gate IN .,P- •T1r �. R PATHLIGHT TYPICAL 1D® yam , 9 ..:1 ,,,,` AIM r uw• O OdEQIDD�CALLmu b--- - -_ .• �, p ,, v o�� my c� Landscape NATIVE CALCS. , ~3_ I NI rLsll�`�G�,__ I v = m .�, Oti� ;�� V O Plan EMI=CET=MT 1.012 _ A II - 1 ... 0 p x'117►;a �`*�5, �_ 04,0;1' AErk E.E..,LTD OEM=MN= 5D&50D ,® �/6O:ti1r �Y L. m8a®CatL.LLW.I® 10505 10 ---1- -------_---.--_-- .I PROPOSED ONE _... ,_, ,,'B m LsdEmmLgloo❑ m _ DRIVEWAY V ffiF mm ®PD❑❑ tosz, PATIO ; STORY RESIDENCE • OQL�1t( � ` UPE • ' MOTOR COURT AREA ��ILII 40 gr*tn,4741\ 0 LANDSCAPE LIGHTING LEGEND K • I �� Y`' �ttik 10) m v ��V \m — LED UP LIGHT MARINER SLX16-16 = =_—,11_,—.1., . a % \ „ un le E7 r, AURORA LIGHT;MARINER SIXI6, v E��,� - ( GATES S.DECORPTIVE COLUMNS, ` ' \ i SCALE:3 32”=1' WITH GROUND STAKE,STORM DRAIN SHROUD&FR18 RISER mIN LOW • LL"It A LAWN WAY / BRONZE LIVING PATINA COLOR TO v DECORATIVE `' / •EEOC\ ()' S' 10' 2Q' ...ea (DESIGNED BV OTHERS) S W R TO WALL P6T3 =id I riiii P ..0 MIPU — LED PATH LIGHT-12 WI STAINLESS Lr 1 ® VE •AURORA LIGHT;SONOMA LDM25D, STESII ARDWARE °-_-° q I , j ® rTG DMA INGROUND,360° 1-� = 1 �� ,a ® / / C7 iDESIGNED LA,BRONZE LIVING PATINA COLOR a ,' �' 0 ( ler DRAWN TGLA,DMS u �; \ '1 DMS 40 \ �. \/f '�0pT .-Irilliritilikr‘f:,_.e.,.. ..,i'Ll \ `� • APPROVEDr / LAWN t�___� M`+' �� .. \\ LAWN; ` sIDEV DATE REVISIONS 8/5/2019 8(14!2019 NOTE:ALL GRADING AND — — ii � �-----, �� -� _ _ �1 }Owlll \ 8/16/2019 DRAINAGE BY OTHERS 11 H4 ED"• t*. T�'°t � � r "�;Z �!�` I�.�' \ • ' " i�� ...__.`• ,r O• "`'tF y'Z err INTI%ea O/ '�a' #' 3""t"ifd • s/6rz01s °.. .4-i '1" '--}r p 4-44O`Cgii110';; .x ..41`4 .�.. t.;.-A.,•�-4� 4*-414�.� r . 4P4,-• et;" .� ^. .C.�`.�a.O Qr0;00 O ►Ofa60�O��000000000�0A0.a0000 Ciao .►0000460 00,00006040;009�O�s ythirt,9lioellocti '� eit000�I` LAWN\ suils11111eL ■ifr ■ 'Law 4 E 319(,,,1141015-.140§w }'"L �: �i�. ��.AM AM. _ •• �� y .■ \\ • Cr �' v v GRAVEL WITH WEED FABRIC r m� v Uptight typical -- -..-. SHEET ip1 OF 2 '= rn a E o (D.2 W Mo Do G V U og0l � ► 3'MULCH LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS (cont.) CD,4*; - a '�� : - --PLACE TOP OF ROOT BALL 2'ABOVE FINISHED GRADE N Q 2 7 ^. ' --- FORM SAUCER WITH 3'CONTINUOUS EARTHEN RIM 1.GENERAL LANDSCAPE REQUIREMENTS 2.PLANTING TREES U a W O AROUND PLANTING HOLE y ry I �� *11 ,i, LANDSCAPE CONTRACT WORK INCLUDES,BUT IS NOT LIMITED TO,SOIL PREPARATION,FINE OR FINISH GRADING,FURNISHING EXCAVATE PIT AS PER PLANTING DETAILS.COMPACT LAYER OF TOPSOIL IN PIT WITH A SLIGHTLY DISHED GRADE TO CENTER. �'� Z ,,,P'. ._ \ , AND INSTALLING PLANT MATERIA WATERING,STAKING,GUYING AND MULCHING. N J y 1 BACKFILL AROUND BALL WITH TOPSOIL AND SLIGHTLY COMPACT,WATER THOROUGHLY AS LAYERS ARE PLACED TO ELIMINATE ILS w ..r. 0) PLANT SIZE AND QUAUTY VOIDS AND AIR POCKETS.BUILD A 6'HIGH BERM OF TOPSOIL BEYOND EDGE OF EXCAVATION.APPLY 3'(AFTER SETTLEMENT) V/ 0 BACK FILL AROUND ROOT BALL WITH STANDARD 'O N lj-( / PLANTING MIX.ELIMINATE AIR POCKETS. TREES,PALMS,SHRUBS,GROUNDCOVERS: OF MULCH. s.1''' m� 0) IIII PRUNE TREE TO REMOVE DAMAGED BRANCHES,IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE DO NOT REMOVE MORE to V 1 ' ,.1:1 PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS,NOMENCLATURE SHALL CONFORM TO ,� J a rg 7 1 ) • p _ -PLANTING PIT DEPTH SHALL BE 4'-6'GREATER THAN THAN 15%OF BRANCHES.DO NOT PRUNE BACK TERMINAL LEADER. + v ii i111%,.,, I '"` =I ROOT BALL PLANTING PIT WIDTH SHALL BE TWICE STANDARD PLANT NAMES,1942 EDITION.ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS �' m N _- ,4.J•- FOR NURSERY PLANTS PARTS I&II,LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND > m THE DIAMETER FOR ROOT BALLS 2'AND UNDER OR 2' GUY AND STAKE TREE IN ACCORDANCE WIT THE STAKING DETAILS IMMEDIATELY AFTER PLANTING. a, III II=;; -m''' !IV CONSUMER SERVICES,UNLESS SPECIFIED OTHERWISE.ALL PLANTS SHALL BE FLORIDA GRADE NUMBER 1 OR BETTER AS , w ^ 3 LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. N -LtIIIA I-I DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY.TIGHTLY KNIT PLANT,SO TRAINED OR FAVORED IN ITS 3.PLANTING SHRUBS I= "-'--- --PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON DEVELOPMENT THAT RRST APPEARANCE IS UNQUESTIONABLE AND ITIS OUTSTANDINGLY SUPERIOR IN FORM,NUMBER OF ,, 1 =i __ .II=_IIII BRANCHES,COMPACTNESS AND SYMMETRY.ALL PLANTS SHALL BE FRESHLY DUG,SOUND,HEALTHY,VIGOROUS,WELL LAYOUT SHRUBS TO CREATE A CONTINUOUS SMOOTH FRONT LINE AND FILL IN BEHIND. U N a 3 =III II=IIIII=1� 4"-6'LAYER OF COMPACTED STANDARD PLANTING BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS.TREES AND MIXTURE PALMS FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE.ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT.THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY AND FLORIDA NUMBER S PLANTS SHALL EXCAVATE PIT OR TRENCH T01-112 TIMES THE DIAMETER OF THE BALLS OR CONTAINERS OR 1'-0'WIDER THAN THE SPREAD OF BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ROOTS AND 3'DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT.COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS.BACKFILL AROUND PLANTS WITH PLANTING MIXTURE,COMPACTED TO ELIMINATE VOIDS AND AIR ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY,VIGOROUS,WELL-ROOTED PLANTS AND ESTABLISHED IN THE POCKETS.FORM GRADE SLIGHTLY DISHED AND BERMED AT EDGES OF EXCAVATION.APPLY 3'OF MULCH. SHRUB/GROUNDCOVER PLANTING DETAIL CONTAINER IN WHICH THEY ARE SOLD.THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN A HEALTHY GROWING PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES,IMPROVE NATURAL SHAPE AND THIN OUT STRUCTURE.DO NOT REMOVE CONDITION. NTS MORE THAN 15%OF BRANCHES. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER 4.PLANTING GROUND COVER a) SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. LOOSEN SUBGRADE TO DEPTH OF 4'IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED AND SPREAD SMOOTH. V MULCH SHALL BE SHREDDED EUCALYPTUS MULCH. SPACE PLANTS AS OTHERWISE INDICATED.DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS.COMPACT BACKFILL � A Q //''11 FERTILIZER IN BACKFILL MIXTURE FOR ALL PLANTS SHALL CONSIST OF MILORGANITE ACTIVATED SLUDGE MIXED WITH THE TO ELIMINATE VOIDS AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT.WATER THOROUGHLY.APPLY 3'OF MULCH OVER W In PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF ENTIRE PLANTING BED,UFTING PLANT FOUAGE ABOVE MULCH.PURPLE QUEEN GROUNDCOVER.IF SPECIFIED,SHALL ONLY a) . �� ? 4 CONTACT WITH TREE BACKFILL AT A RATE OF NOT LESS THAN 50 LBS.PER CUBIC YARD. 7''� 1.,. RECEIVE I"OF MULCH. V (r 0 Q /--PLACE 3(DOUBLE STRANDS)12 GAUGE GALVANIZED FERTILIZER FOR TREES AND SHRUBS MAY BE TABLET FORM OR GRANULAR.GRANULAR FERTILIZER SHALL BE UNIFORM IN Ci Q b Q.j y 3 j rT / GUY WIRE,SPACED EQUAL DISTANCE AROUND TREE COMPOSITION,DRY AND FREE-FLOWING.THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED BAGS, DURING PERIODS OF HOT SUN AND/OR WIND AT TIME OF PLANTING,PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS OR AS TZ yq ,o ABOVE FIRST LATERAL BRANCH EACH BEARING THE MANUFACTURER'S STATEMENT OF ANALYSIS NEEDED. �I� lJ . F,fw -Ate PLACE SAFETY FLAGS ON GUY WIRES 'FLORIDA EAST COAST PALM SPECIAL'SHALL BE APPLIED TO ALL PALMS AT INSTALLATION AT A RATE OF A LB.PER INCH OF 5.PLANTING LAWNS • W S— R 0 — °Q ' r r, TRUNK UNLESS OTHERWISE SPECIFIED. — Cl') TS 0 a ,p o TWIST WIRES TO ADJUST TENSION ON GUY WIRE SODDING:SOD TYPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO LAYING. V -- ��Q1yi TIL „y 9 FIELD GROWN TREES AND PALMS PREVIOUSLY ROOT PRUNED SHALL OBTAIN A ROOT BALL WITH SUFFICIENT ROOTS FOR C LL' ,JC ti / PLANT TOP OF ROOT BALL SLIGHTLY HIGHER THAN CONTINUED GROWTH WITHOUT RESULTING SHOCK. LOOSEN SUBGRADE TO DEPTH OF 4'AND GRADE WITH TOPSOIL EITHER PROVIDED ON SITE OR IMPORTED TO FINISH DESIGN y_ n 'v - f ELEVATIONS.ROLL PREPARED LAWN SURFACE.WATER THOROUGHLY,BUT DO NOT CREATE MUDDY SOIL CONDITION. ' / FINISHED GRADE JJ•"y ,fL CONTRACTOR SHALL NOT MARK OR SCAR TRUNK IN ANY FASHION. �J �2 _b' p 10'",i/ REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS.PER 1,000 S.F.SPREAD FERTIUZER OVER THE AREA TO RECEIVE GRASS / PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. BY USING AN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE APPROPRIATE QUANTITY.DO NOT FERTILIZE /cn 7� ,°•i•- }`�. J , .,,,,` APPLICABLE WHEN WIND VELOCITY EXCEEDS 15 M.P.H.THOROUGHLY MIX FERTILIZER INTO THE TOP 2'OF TOPSOIL E rx W ! • t;r t- •y . �� --3'MULCH THE LOCATIONS OF PLANTS,AS SHOWN IN THESE PLANS,ARE APPROXIMATE.THE FINAL LOCATIONS MAY BE ADJUSTED TO1 U ACCOMMODATE UNFORESEEN FIELD CONDITIONS.MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY THE LAY SOD STRIPS WITH TIGHT JOINTS,DO NOT OVERLAP,STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.WORK I. T ,4 - BACK FILL AROUND ROOT BALL WITH STANDARD LANDSCAPE ARCHITECT. SIFTED SOIL MIX INTO MINOR CRACKS BETWEEN PIECES OF SOD AND REMOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS.C? ��.y `J� ' PLANTING MIXTURE.ELIMINATE AIR POCKETS. SOD ON SLOPES GREATER THAN 3:1 SHALL BE STAKED IN PLACE.ROLL OR STAMP LIGHTLY AND WATER THOROUGHLY WITH A O Y D♦ i Oa Y` ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. FINE SPRAY IMMEDIATELY AFTER PLANTING. O ` (V CDCT ALL TREES MUST BE STAKED AS SHOWN ON THE PLANTING DETAILS WITHIN 24 HOURS OF PLANTING.STAKES TO REMAIN FOR A 6.MISCELLANEOUS LANDSCAPE WORK .10 FORM SAUCER WITH 4'-6'CONTINUOUS EARTHEN �� RIM AROUND PLANTING HOLE MINIMUM OF 9 MONTHS,BUT NO LONGER THAN IS MONTHS.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF THE STAKES. LANDSCAPE MAINTENANCE • 'y� /� 2'x4°x24'WOOD STAKE DRIVEN 3'BELOW GRADE �'J ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECTS DIRECTION. MAINTAIN LANDSCAPE WORK UNTIL FINAL ACCEPTANCE IB ISSUED BY THE OWNER'S REPRESENTATIVE.INCLUDE WATERING. , ., • L1-1_ WEEDING,CULTIVATING,RESTORATION OF GRADE,MOWING AND TRIMMING GRASS,PRUNING TREES AND SHRUBS, _ _ PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON ALL SHRUBS,TREES AND GROUND COVER WILL HAVE IMPROVED SOIL AS PER PLANTING SOIL NOTES.THE SOILS SHALL BE PROTECTION FROM INSECTS AND DISEASES,FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO INSURE NORMAL GROWTH / \ =IIII i= IIIII= 4'-6'LAYER OF COMPACTED STANDARD PLANTING PLACED IN THE HOLE DURING PLANTING.TOP DRESSING ONLY IS NOT ACCEPTABLE. AND GOOD HEALTH FOR RYE PLANT MATERIAL V -Iy8,��/ �4 � I MIXTURE. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.ALL TREES SHALL BE SPIKED IN UTILIZING WATER AND A TREE BAR. PLANT MATERIAL SUBSTITUTION • IIII=II =11 I=:1-I'II-_III -------PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT - HiII=IIIII=IIIII-IIII—LI . BALL PLUS6°FOR SETTING LAYER OF COMPACTED THE LANDSCAPE CONTRACTOR SHALL WATER,MULCH,WEED,PRUNE,AND OTHERWISE MAINTAIN ALL PLANTS,INCLUDING SOD, NO SUBSTITUTION OF PLANT MATERIAL,TYPE OR SIZES WILL BE PERMITTED WITHOUT AUTHORIZATION FROM THE LANDSCAPE STANDARD PLANTING MIXTURE.PLANTING PIT WIDTH UNTIL COMPLETION OF CONTRACTOR ACCEPTANCE BY LANDSCAPE ARCHITECT.SETTLED PLANTS SHALL BE RESET TO PROPER ARCHITECT. SHALL BE TWICE THE DIAMETER OF ROOT BALL GRADE,PLANTING SAUCERS RESTORED,AND DEFECTIVE WORK CORRECTED. PLANTING BED PREPARATION THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY HIS CREWS DURING THE PERFORMANCE OF THE WORK.UPON COMPLETION OF THE WORK,THE ALL PLANTING BEDS SHALL BE PROPERLY PREPARED PRIOR TO THE COMMENCEMENT OF ANY PLANTING.PLANTING AREAS, LARGE TREE PLANTING DETAIL CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS,DEBRIS,UNUSED PLANT MATERIAL.EMPTY PLANT INCLUDING LAWNS SHALL BE FREE OF ALL WEEDS AND NUISANCE VEGETATION.IF TORPEDO GRASS(PANICUM REPENS)IS CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. PRESENT OR ENCOUNTERED DURING PLANTING,THE LANDSCAPE CONTRACTOR SHALL STOP ALL PLANTING UNTIL IT CAN BE NTS DEMONSTRATED THAT IT HAS BEEN COMPLETELY REMOVED OR ERADICATED.THERE SHALL BE NO EXCEPTIONS TO THIS 14 ) . M UPON COMPLETION OF THE WORK.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A PROVISION. - EF '�V` FINAL INSPECTION.ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR 1 4,-, a[FA ..♦¢; OWNER'S REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. %.Vim.it y GENERAL NOTES ,j ,,...0,-.,. a THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF SIX(6)MONTHS FROM THE DATE .1 ;flT' OF CONDITIONAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT.AT THE TIME OF CONDITIONAL ACCEPTANCE, ` r. tir• THE SIX(6)MONTH PERIOD SHALL COMMENCE.ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY ALL LANDSCAPE WORK SHALL CONFORM TO THE LOCAL REQUIREMENTS OF THE LANDSCAPE CODE. .YPRUNE&TIE FRONDS TOGETHER WITH DEGRADABLE REP ACED WITH SPECIMENS THAT MEET THE MINIMUM REgUIREMENTS CALLED FOR ON THE DRAWINGS.THE ANDSCAPE / TWINE(MINIMUM6BFRONDSCONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING,VANDALISM,AND THE LANDSCAPE CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTIONS OR CHANGES WITHOUT THE AUTHORIZATION OF THE „` L`r:-_,!!! OWNER AND THE LANDSCAPE ARCHITECT. •`\ AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE "+' P) MAINTAINING PLANTS UP TO THE CONDITIONAL ACCEPTANCE PERIOD,UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND AVOID ALL CONFLICTS. ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTIUZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL THE LANDSCAPE CONTRACTOR BE RESPONSIBLE FOR ALL PERMITS RELATING TO HIS/HER WORK. � 1IP\� ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION,AS WEU.AS ALL THE COST FOR THE REMOVAL OF UNSUITABLE OR EXCESS BACKFILL MATERIAL SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK REPRESENTED IN THIS Landscape PLAN SET. PLANT MATERIAL USED SHALL BE FLORIDA NUMBER 1 OR BETTER AS DEFINED BY THE DIVISION r tiff OF PLANT INDUSTRY'GRADE AND STANDARDS'LATEST EDITION. Details Q (P,1 'J ALL AREAS SHALL BE FULLY IRRIGATED IN ACCORDANCE WITH THE LOCAL LANDSCAPE CODE.THE IRRIGATION SYSTEM SHALL p`•d� SABAL PALMS TO BE BOOTED WHEN 76'C.T.OR LESS BE DESIGNED TO PROVIDE 100%OVERLAP COVERAGE TO ALL LANDSCAPE AND SOD AREAS. �/ (UNLESS OTHERWISE NOTED) Notes ..�/ 5-2'z4°x18'WOOD BATTENS.DO NOT NAIL THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR/CUT OFF SWITCH IN ACCORDANCE WITH STATE AND P BATTENS TO PALM.HEIGHT OF BATTENS SHALL BE LOCAL REQUIREMENTS. LOCATED IN RELATION TO THE HEIGHT OF THE PALM j� I• . IRRIGATION CONTRACTOR SHALL PROVIDE IRRIGATION SHOP DRAWINGS&DETAILS AS NEEDED PER LOCAL CODE. W !.:Ap FOR ADEQUATE BRACING „\,`�\. ` 2 STEEL BANDS UiU "_ ✓ f MINIMUM 3-2114'WOOD BRACES SHALL BE TOE ' �1. NAILED TO WOOD BATTENS i • L, if% ilt1C, / 3'MULCH Iw W�'a'� °-.—FORM SAUCER WITH 4'-6'CONTINUOUS EARTHEN FINISHED IJ /° RIM AROUND PLANTING HOLE G-RADED iU ,i \/;/ 2'X4'X24'WOOD STAKE REMAINING 3'ABOVE GRADE • IIIII 'IIII •,,,,,,,-,---,---,--.16F - "E I1I(I BACK FILL AROUND ROOT BALL WITH STANDARD I1III_ ..I(III' PLANTING MIXTURE.ELIMINATE AIR POCKETS. III I I- ,�I=—PLANT ROOT BALL OF SABAL PALMS 2'-3^BELOW DESIGNED TGLA,DMS -III II=IIIII—.i,11== I1 IIIII -IIII FINISHED GRADE DRAWN APPROVED DMS 1%—i1II, _ SIZE OF ROOT BALL WILL BE IN PROPORTION TO SIZE TGLA,DMS DATE 8/5/2019 AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRACTICE REVISIONS 8/14/2019 PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON 8/16/2019 4'-6'LAYER OF COMPACTED STANDARD PLANTING 9/5/2019 MIXTURE. 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